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Igoe","profile_url":"https://independent.academia.edu/DavidIgoe?f_ri=120330","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false},{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_9850715" data-work_id="9850715" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/9850715/The_maintenance_of_marine_structures_case_study_of_Persian_Gulf_structures_">The maintenance of marine structures (case study of Persian Gulf structures)</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Based on the statistics published by corrosion researches of Ohio State University of America (RPI), one ton steel is destroyed due to corrosion per seconds. The investigation of each of factors involved in materials corrosion under... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_9850715" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Based on the statistics published by corrosion researches of Ohio State University of <br />America (RPI), one ton steel is destroyed due to corrosion per seconds. The <br />investigation of each of factors involved in materials corrosion under environmental <br />conditions of sea water is very difficult. Each of the researches conducted on <br />materials corrosion in sea water only were conducted from one view and one type of <br />corrosion on one or some materials. The present study had a general summary <br />regarding the general failures in marine environments.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/9850715" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="3954dbd3fa9fb0e2406c0e2c8d503608" rel="nofollow" data-download="{"attachment_id":36015866,"asset_id":9850715,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/36015866/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="23875785" href="https://amirkabir.academia.edu/SoroushAkhgari">Soroush Akhgari</a><script data-card-contents-for-user="23875785" type="text/json">{"id":23875785,"first_name":"Soroush","last_name":"Akhgari","domain_name":"amirkabir","page_name":"SoroushAkhgari","display_name":"Soroush Akhgari","profile_url":"https://amirkabir.academia.edu/SoroushAkhgari?f_ri=120330","photo":"https://0.academia-photos.com/23875785/6443558/14915687/s65_soroush.akhgari.jpg"}</script></span></span></li><li class="js-paper-rank-work_9850715 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="9850715"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 9850715, container: ".js-paper-rank-work_9850715", }); 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The\r\ninvestigation of each of factors involved in materials corrosion under environmental\r\nconditions of sea water is very difficult. Each of the researches conducted on\r\nmaterials corrosion in sea water only were conducted from one view and one type of\r\ncorrosion on one or some materials. The present study had a general summary\r\nregarding the general failures in marine environments. 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href="https://www.academia.edu/34420308/Ger%C3%A7ek_Deniz_Ortam%C4%B1ndaki_Betonlarda_Ba%C4%9Flay%C4%B1c%C4%B1_Tipi_ve_Su_Ba%C4%9Flay%C4%B1c%C4%B1_Oran%C4%B1n%C4%B1n_Klor%C3%BCr_%C4%B0%C5%9Fleme_Derinli%C4%9Fine_Etkisinin_%C4%B0ncelenmesi">Gerçek Deniz Ortamındaki Betonlarda Bağlayıcı Tipi ve Su/Bağlayıcı Oranının Klorür İşleme Derinliğine Etkisinin İncelenmesi</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Deniz ortamında bulunan betonarme elemanlar değişik fiziksel ve kimyasal etkilere maruzdur. Bunlar arasında, sülfat etkisi, karbonik asit etkisi, beton içindeki kirecin yıkanarak uzaklaşması, klorür korozyonu, donma-çözülme, tuz... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_34420308" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Deniz ortamında bulunan betonarme elemanlar değişik fiziksel ve kimyasal etkilere maruzdur. Bunlar arasında, sülfat etkisi, karbonik asit etkisi, beton içindeki kirecin yıkanarak uzaklaşması, klorür korozyonu, donma-çözülme, tuz kristalizasyonu, dalgaların ve yüzen parçacıkların aşındırıcı etkileri sayılabilir. Genel olarak en çok hasarın, ıslanma-kuruma bölgesinde bulunan elemanlarda oluştuğu söylenebilir. Tasarımda çimento tipi, bağlayıcı dozajı, su/bağlayıcı oranı, mineral katkı kullanımı gibi faktörlerin yanında pas payı kalınlığı gibi uygulama detayları dayanıklılık anlamında büyük önem arz eder. Deniz suyunda klorür ve<br />sülfat iyonlarından kaynaklanan karma bir etki söz konusu olduğu için, beton bir taraftan sülfat etkisinden dolayı tahrip olma riski taşırken diğer taraftan da klorür iyonlarının (betonarme sistemler için) donatıyı tahrip etme riski söz konusudur. Deniz ortamında hangi tip çimento kullanılmasının uygun olacağı konusunda tartışmalar mevcuttur. Klorür iyonlarını bağlama, dolayısıyla korozyon riskini azaltma kabiliyetinden dolayı C3A miktarının göreceli olarak daha yüksek olduğu çimento kullanılması uygun görünmesine rağmen, sülfat etkisine dirençli bir betonda C3A miktarının mümkün olduğunca az olması gerektiği bilinen bir gerçektir. Bu noktada baskın etkinin ne olduğuna karar vermek önem taşımaktadır. Bu çalışmada çimento tipi (CEM I 42.5R, CEM II 42.5R, CEM I-SR 5) başta olmak üzere, su/bağlayıcı oranı ve uçucu kül kullanımının betonun klorür işleme derinliği üzerindeki etkisi gerçek deniz ortamında bekletilen numuneler üzerinde incelenmiştir. Deney sonuçları söz konusu parametrelerin betonun geçirimliliği üzerinde önemli etkisi olduğunu göstermiştir.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/34420308" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="52e08cc7c31554083564992206e6a1d2" rel="nofollow" data-download="{"attachment_id":54298207,"asset_id":34420308,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/54298207/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="15094978" href="https://deu.academia.edu/AhsanollahBeglarigale">Ahsanollah Beglarigale</a><script data-card-contents-for-user="15094978" type="text/json">{"id":15094978,"first_name":"Ahsanollah","last_name":"Beglarigale","domain_name":"deu","page_name":"AhsanollahBeglarigale","display_name":"Ahsanollah Beglarigale","profile_url":"https://deu.academia.edu/AhsanollahBeglarigale?f_ri=120330","photo":"https://0.academia-photos.com/15094978/5917308/6984949/s65_ahsanollah.beglarigale.jpg"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-34420308">+1</span><div class="hidden js-additional-users-34420308"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/H%C3%BCseyinLeventSEV%C4%B0N">Hüseyin Levent SEVİN</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-34420308'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-34420308').html(); 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Bunlar arasında, sülfat etkisi, karbonik asit etkisi, beton içindeki kirecin yıkanarak uzaklaşması, klorür korozyonu, donma-çözülme, tuz kristalizasyonu, dalgaların ve yüzen parçacıkların aşındırıcı etkileri sayılabilir. Genel olarak en çok hasarın, ıslanma-kuruma bölgesinde bulunan elemanlarda oluştuğu söylenebilir. Tasarımda çimento tipi, bağlayıcı dozajı, su/bağlayıcı oranı, mineral katkı kullanımı gibi faktörlerin yanında pas payı kalınlığı gibi uygulama detayları dayanıklılık anlamında büyük önem arz eder. Deniz suyunda klorür ve\nsülfat iyonlarından kaynaklanan karma bir etki söz konusu olduğu için, beton bir taraftan sülfat etkisinden dolayı tahrip olma riski taşırken diğer taraftan da klorür iyonlarının (betonarme sistemler için) donatıyı tahrip etme riski söz konusudur. Deniz ortamında hangi tip çimento kullanılmasının uygun olacağı konusunda tartışmalar mevcuttur. Klorür iyonlarını bağlama, dolayısıyla korozyon riskini azaltma kabiliyetinden dolayı C3A miktarının göreceli olarak daha yüksek olduğu çimento kullanılması uygun görünmesine rağmen, sülfat etkisine dirençli bir betonda C3A miktarının mümkün olduğunca az olması gerektiği bilinen bir gerçektir. Bu noktada baskın etkinin ne olduğuna karar vermek önem taşımaktadır. Bu çalışmada çimento tipi (CEM I 42.5R, CEM II 42.5R, CEM I-SR 5) başta olmak üzere, su/bağlayıcı oranı ve uçucu kül kullanımının betonun klorür işleme derinliği üzerindeki etkisi gerçek deniz ortamında bekletilen numuneler üzerinde incelenmiştir. Deney sonuçları söz konusu parametrelerin betonun geçirimliliği üzerinde önemli etkisi olduğunu göstermiştir.","downloadable_attachments":[{"id":54298207,"asset_id":34420308,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":15094978,"first_name":"Ahsanollah","last_name":"Beglarigale","domain_name":"deu","page_name":"AhsanollahBeglarigale","display_name":"Ahsanollah Beglarigale","profile_url":"https://deu.academia.edu/AhsanollahBeglarigale?f_ri=120330","photo":"https://0.academia-photos.com/15094978/5917308/6984949/s65_ahsanollah.beglarigale.jpg"},{"id":32428562,"first_name":"Hüseyin Levent","last_name":"SEVİN","domain_name":"independent","page_name":"HüseyinLeventSEVİN","display_name":"Hüseyin Levent SEVİN","profile_url":"https://independent.academia.edu/H%C3%BCseyinLeventSEV%C4%B0N?f_ri=120330","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":4975,"name":"Corrosion Science","url":"https://www.academia.edu/Documents/in/Corrosion_Science?f_ri=120330","nofollow":false},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false},{"id":764041,"name":"Cement and Concrete Materials","url":"https://www.academia.edu/Documents/in/Cement_and_Concrete_Materials?f_ri=120330","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_41691451" data-work_id="41691451" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/41691451/TUD_SHIP_HYDROMECHANICS">TUD-SHIP HYDROMECHANICS</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/41691451" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="dcf3903a519a91f3f842b9845f707eba" rel="nofollow" data-download="{"attachment_id":61848936,"asset_id":41691451,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/61848936/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="142817462" href="https://bshams.academia.edu/alirezaEftekhari">Alireza Eftekhari</a><script data-card-contents-for-user="142817462" type="text/json">{"id":142817462,"first_name":"Alireza","last_name":"Eftekhari","domain_name":"bshams","page_name":"alirezaEftekhari","display_name":"Alireza Eftekhari","profile_url":"https://bshams.academia.edu/alirezaEftekhari?f_ri=120330","photo":"https://0.academia-photos.com/142817462/103391161/92566669/s65_alireza.eftekhari.png"}</script></span></span></li><li class="js-paper-rank-work_41691451 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="41691451"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 41691451, container: ".js-paper-rank-work_41691451", }); 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Betonun bozulma sürecinin ve betonarme donatısının korozyon sürecinin doğru değerlendirilmesi deniz yapılarının servis ömrü açısından... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_34420952" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Deniz suyu etkisine maruz betonarme yapılar önemli durabilite problemleri ile karşı karşıya kalmaktadır. Betonun bozulma sürecinin ve betonarme donatısının korozyon sürecinin doğru değerlendirilmesi deniz yapılarının servis ömrü açısından büyük önem arz etmektedir. Bu çalışma kapsamında, CEM I çimentosu ile üretilmiş ve çimento miktarının %20 oranında uçucu kül ikamesi ile hazırlanmış iki farklı C25/30 sınıfı beton karışımının özel bir platforma yerleştirerek deniz ortamındaki performansı incelenmiştir. Test sonuçları, uçucu kül kullanımının betonun elektriksel direnç değerlerini belirgin bir şekilde arttırdığını ve klor geçirimlilik değerlerini belirgin şekilde azalttığını göstermiştir. Islanma-kuruma çevrimleri sonunda eğilme ve basınç dayanımlarının hala ıslanma-kuruma çevrimleri öncesi dayanım değerlerinden büyük olduğu tespit edilmiştir. Paspayı küçük olan örneklerde donatı korozyonu hasarlarının oluştuğu, uçucu kül içeren betonlardaki donatıların korozyon akım yoğunluğu değerlerinin düşük mertebelerde kaldığı tespit edilmiştir.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/34420952" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="284cf19af88b4f13053b53f35b63b4e8" rel="nofollow" data-download="{"attachment_id":54298775,"asset_id":34420952,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/54298775/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="15094978" href="https://deu.academia.edu/AhsanollahBeglarigale">Ahsanollah Beglarigale</a><script data-card-contents-for-user="15094978" type="text/json">{"id":15094978,"first_name":"Ahsanollah","last_name":"Beglarigale","domain_name":"deu","page_name":"AhsanollahBeglarigale","display_name":"Ahsanollah Beglarigale","profile_url":"https://deu.academia.edu/AhsanollahBeglarigale?f_ri=120330","photo":"https://0.academia-photos.com/15094978/5917308/6984949/s65_ahsanollah.beglarigale.jpg"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-34420952">+2</span><div class="hidden js-additional-users-34420952"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://deu.academia.edu/HalitYAZICI">Halit YAZICI</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/H%C3%BCseyinLeventSEV%C4%B0N">Hüseyin Levent SEVİN</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-34420952'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-34420952').html(); 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Betonun bozulma sürecinin ve betonarme donatısının korozyon sürecinin doğru değerlendirilmesi deniz yapılarının servis ömrü açısından büyük önem arz etmektedir. Bu çalışma kapsamında, CEM I çimentosu ile üretilmiş ve çimento miktarının %20 oranında uçucu kül ikamesi ile hazırlanmış iki farklı C25/30 sınıfı beton karışımının özel bir platforma yerleştirerek deniz ortamındaki performansı incelenmiştir. Test sonuçları, uçucu kül kullanımının betonun elektriksel direnç değerlerini belirgin bir şekilde arttırdığını ve klor geçirimlilik değerlerini belirgin şekilde azalttığını göstermiştir. Islanma-kuruma çevrimleri sonunda eğilme ve basınç dayanımlarının hala ıslanma-kuruma çevrimleri öncesi dayanım değerlerinden büyük olduğu tespit edilmiştir. Paspayı küçük olan örneklerde donatı korozyonu hasarlarının oluştuğu, uçucu kül içeren betonlardaki donatıların korozyon akım yoğunluğu değerlerinin düşük mertebelerde kaldığı tespit edilmiştir. \n","downloadable_attachments":[{"id":54298775,"asset_id":34420952,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":15094978,"first_name":"Ahsanollah","last_name":"Beglarigale","domain_name":"deu","page_name":"AhsanollahBeglarigale","display_name":"Ahsanollah Beglarigale","profile_url":"https://deu.academia.edu/AhsanollahBeglarigale?f_ri=120330","photo":"https://0.academia-photos.com/15094978/5917308/6984949/s65_ahsanollah.beglarigale.jpg"},{"id":29758812,"first_name":"Halit","last_name":"YAZICI","domain_name":"deu","page_name":"HalitYAZICI","display_name":"Halit YAZICI","profile_url":"https://deu.academia.edu/HalitYAZICI?f_ri=120330","photo":"https://0.academia-photos.com/29758812/9612181/10706836/s65_halit.yazici.jpg"},{"id":32428562,"first_name":"Hüseyin Levent","last_name":"SEVİN","domain_name":"independent","page_name":"HüseyinLeventSEVİN","display_name":"Hüseyin Levent SEVİN","profile_url":"https://independent.academia.edu/H%C3%BCseyinLeventSEV%C4%B0N?f_ri=120330","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":4975,"name":"Corrosion Science","url":"https://www.academia.edu/Documents/in/Corrosion_Science?f_ri=120330","nofollow":false},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false},{"id":472146,"name":"Beton","url":"https://www.academia.edu/Documents/in/Beton?f_ri=120330","nofollow":false},{"id":474182,"name":"ÇELİĞİN KOROZYONU","url":"https://www.academia.edu/Documents/in/CELIGIN_KOROZYONU?f_ri=120330","nofollow":false},{"id":764041,"name":"Cement and Concrete Materials","url":"https://www.academia.edu/Documents/in/Cement_and_Concrete_Materials?f_ri=120330"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_418066" data-work_id="418066" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/418066/Design_method_for_safe_ship_structures">Design method for safe ship structures</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">At present ships are designed to satisfy the minimum requirements for safety. And history shows that this practice does not suffice, and nor is it sustainable. A new paradigm is needed. This thesis aims to contribute in that respect by... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_418066" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">At present ships are designed to satisfy the minimum requirements for safety. And history shows that this practice does not suffice, and nor is it sustainable. A new paradigm is needed. This thesis aims to contribute in that respect by proposing a design method that should move ship safety beyond the minimum requirements as much as possible and as long as it is economically sound. The thesis focuses mostly on environmental safety in the event of accidents such as collisions and grounding. A special feature is the consideration of maritime stakeholder preferences regarding safety and profitability. This is an underlying element in all the analysis performed and conclusions reached.<br />This design method features new approaches in multi-objective optimization of ship structures and in advanced decision making for design selection. The multi-objective optimization is based on evolutionary algorithms, more precisely the genetic algorithm (GA) with advanced treatment of design constraints and objectives. Through the approach of vectorization, the GA becomes not only more efficient, but also more flexible in use, bearing in mind the complexity and demands of accident analysis for optimization. The decision making is established on the concepts of Game Theory, resulting in a new criterion for design selection, the Competitive Optimum, based on the maximal concurrent satisfaction of stakeholder preferences.<br />The proposed design method is intended in particular for ship structural design projects, permitting the definition of hull structural scantlings, or even hull topology if desired. The approaches to multi-objective optimization and design selection that are introduced possess a wider basis of application, and are extensible to other fields in maritime safety and naval architecture.<br />The results of the thesis provide several relevant conclusions with an impact on practical naval architecture. For example, i) by increasing ship crashworthiness, significant risk reduction can be attained, ii) raising safety is economically justified if the benefits to the public are considered alongside those of the industry, and iii) the crashworthiness of ships can be controlled effectively with conventional double-bottom and double-sided structures.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/418066" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="4c5e978378ee89b9cdce3d4fefd1202c" rel="nofollow" data-download="{"attachment_id":1938966,"asset_id":418066,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/1938966/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="19600" href="https://tkk.academia.edu/AlanKlanac">Alan Klanac</a><script data-card-contents-for-user="19600" type="text/json">{"id":19600,"first_name":"Alan","last_name":"Klanac","domain_name":"tkk","page_name":"AlanKlanac","display_name":"Alan Klanac","profile_url":"https://tkk.academia.edu/AlanKlanac?f_ri=120330","photo":"https://0.academia-photos.com/19600/6605/6343/s65_alan.klanac.jpg"}</script></span></span></li><li class="js-paper-rank-work_418066 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="418066"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 418066, container: ".js-paper-rank-work_418066", }); 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And history shows that this practice does not suffice, and nor is it sustainable. A new paradigm is needed. This thesis aims to contribute in that respect by proposing a design method that should move ship safety beyond the minimum requirements as much as possible and as long as it is economically sound. The thesis focuses mostly on environmental safety in the event of accidents such as collisions and grounding. A special feature is the consideration of maritime stakeholder preferences regarding safety and profitability. This is an underlying element in all the analysis performed and conclusions reached.\nThis design method features new approaches in multi-objective optimization of ship structures and in advanced decision making for design selection. The multi-objective optimization is based on evolutionary algorithms, more precisely the genetic algorithm (GA) with advanced treatment of design constraints and objectives. Through the approach of vectorization, the GA becomes not only more efficient, but also more flexible in use, bearing in mind the complexity and demands of accident analysis for optimization. The decision making is established on the concepts of Game Theory, resulting in a new criterion for design selection, the Competitive Optimum, based on the maximal concurrent satisfaction of stakeholder preferences.\nThe proposed design method is intended in particular for ship structural design projects, permitting the definition of hull structural scantlings, or even hull topology if desired. The approaches to multi-objective optimization and design selection that are introduced possess a wider basis of application, and are extensible to other fields in maritime safety and naval architecture.\nThe results of the thesis provide several relevant conclusions with an impact on practical naval architecture. For example, i) by increasing ship crashworthiness, significant risk reduction can be attained, ii) raising safety is economically justified if the benefits to the public are considered alongside those of the industry, and iii) the crashworthiness of ships can be controlled effectively with conventional double-bottom and double-sided structures. \n","downloadable_attachments":[{"id":1938966,"asset_id":418066,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":19600,"first_name":"Alan","last_name":"Klanac","domain_name":"tkk","page_name":"AlanKlanac","display_name":"Alan Klanac","profile_url":"https://tkk.academia.edu/AlanKlanac?f_ri=120330","photo":"https://0.academia-photos.com/19600/6605/6343/s65_alan.klanac.jpg"}],"research_interests":[{"id":85,"name":"Safety Engineering","url":"https://www.academia.edu/Documents/in/Safety_Engineering?f_ri=120330","nofollow":false},{"id":757,"name":"Game 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and lakes. USVs, along with unmanned aerial vehicles (UAVs) can operate without... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_36772020" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Unmanned Surface Vehicles (USVs) are remote controlled or autonomous vehicles that can safely operate on the surface of water bodies such as oceans, seas, and lakes. USVs, along with unmanned aerial vehicles (UAVs) can operate without direct or even indirect human control. Use of UAVs in construction has been discussed extensively in the literature, but the capabilities and potential applications of USV technologies to construction remain largely unexplored. Recent developments in information technology and artificial intelligence has made it possible to deploy and remotely operate autonomously, semi-autonomously or manually, USVs for a variety of purposes such as structural health monitoring. This paper first presents a brief literature review of USVs established body of knowledge. This is followed by a proof of concept for the use of a USV for structural health monitoring and possible application in construction and facility maintenance. A small-scale USV mounted with a camera was used to visually assess the health of a retention pond and a seawall. The paper continues with a discussion on the viability of the device and examining the possibility of automatic health assessment using machine learning and possible applications of the USV in coordination with a UAV.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/36772020" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="fac6741553f6a9b1f7cb4b71aa4f894c" rel="nofollow" data-download="{"attachment_id":56843085,"asset_id":36772020,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/56843085/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="41964233" href="https://vt.academia.edu/Alirezashojaei">Alireza shojaei</a><script data-card-contents-for-user="41964233" type="text/json">{"id":41964233,"first_name":"Alireza","last_name":"shojaei","domain_name":"vt","page_name":"Alirezashojaei","display_name":"Alireza shojaei","profile_url":"https://vt.academia.edu/Alirezashojaei?f_ri=120330","photo":"https://0.academia-photos.com/41964233/17422759/35635702/s65_alireza.shojaei.jpg"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text"> and <span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-36772020">+3</span><div class="hidden js-additional-users-36772020"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://fgcu.academia.edu/HashemIzadiMoud">Hashem Izadi Moud</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/HamedHakim1">Hamed Hakim</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://florida.academia.edu/IanFlood">Ian Flood</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-36772020'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-36772020').html(); 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USVs, along with unmanned aerial vehicles (UAVs) can operate without direct or even indirect human control. Use of UAVs in construction has been discussed extensively in the literature, but the capabilities and potential applications of USV technologies to construction remain largely unexplored. Recent developments in information technology and artificial intelligence has made it possible to deploy and remotely operate autonomously, semi-autonomously or manually, USVs for a variety of purposes such as structural health monitoring. This paper first presents a brief literature review of USVs established body of knowledge. This is followed by a proof of concept for the use of a USV for structural health monitoring and possible application in construction and facility maintenance. A small-scale USV mounted with a camera was used to visually assess the health of a retention pond and a seawall. The paper continues with a discussion on the viability of the device and examining the possibility of automatic health assessment using machine learning and possible applications of the USV in coordination with a UAV.","downloadable_attachments":[{"id":56843085,"asset_id":36772020,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":41964233,"first_name":"Alireza","last_name":"shojaei","domain_name":"vt","page_name":"Alirezashojaei","display_name":"Alireza shojaei","profile_url":"https://vt.academia.edu/Alirezashojaei?f_ri=120330","photo":"https://0.academia-photos.com/41964233/17422759/35635702/s65_alireza.shojaei.jpg"},{"id":2982721,"first_name":"Hashem","last_name":"Izadi Moud","domain_name":"fgcu","page_name":"HashemIzadiMoud","display_name":"Hashem Izadi Moud","profile_url":"https://fgcu.academia.edu/HashemIzadiMoud?f_ri=120330","photo":"https://0.academia-photos.com/2982721/4177212/28330388/s65_hashem.izadi_moud.jpg"},{"id":52250501,"first_name":"Hamed","last_name":"Hakim","domain_name":"independent","page_name":"HamedHakim1","display_name":"Hamed Hakim","profile_url":"https://independent.academia.edu/HamedHakim1?f_ri=120330","photo":"/images/s65_no_pic.png"},{"id":34869410,"first_name":"Ian","last_name":"Flood","domain_name":"florida","page_name":"IanFlood","display_name":"Ian Flood","profile_url":"https://florida.academia.edu/IanFlood?f_ri=120330","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":77,"name":"Robotics","url":"https://www.academia.edu/Documents/in/Robotics?f_ri=120330","nofollow":false},{"id":4892,"name":"Autonomous Robotics","url":"https://www.academia.edu/Documents/in/Autonomous_Robotics?f_ri=120330","nofollow":false},{"id":6582,"name":"Innovation In Built Environment","url":"https://www.academia.edu/Documents/in/Innovation_In_Built_Environment?f_ri=120330","nofollow":false},{"id":10050,"name":"Built Environment","url":"https://www.academia.edu/Documents/in/Built_Environment?f_ri=120330","nofollow":false},{"id":14081,"name":"Structural Health Monitoring","url":"https://www.academia.edu/Documents/in/Structural_Health_Monitoring?f_ri=120330"},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330"},{"id":171731,"name":"vibration based methods for Structural Health Monitoring (SHM)","url":"https://www.academia.edu/Documents/in/vibration_based_methods_for_Structural_Health_Monitoring_SHM_?f_ri=120330"},{"id":1430675,"name":"Unmanned Surface Vehicles","url":"https://www.academia.edu/Documents/in/Unmanned_Surface_Vehicles?f_ri=120330"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_3167352" data-work_id="3167352" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/3167352/A_comparative_study_on_the_structural_integrity_of_single_and_double_side_skin_bulk_carriers_under_collision_damage">A comparative study on the structural integrity of single and double side skin bulk carriers under collision damage</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The primary aim of the present study is to investigate the collision resistance and residual strength of single side skin (SSS) and double side skin (DSS) bulk carriers subject to collision damage. The impact dynamics analyses were... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_3167352" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The primary aim of the present study is to investigate the collision resistance and residual strength of single side skin (SSS) and double side skin (DSS) bulk carriers subject to collision damage. The impact dynamics analyses were conducted using ANSYS LS-DYNA for the evaluation resistance forces, energy absorption and penetration depth for various collision scenarios. The struck vessels of Capsize SSS and DSS designs were assumed to be entirely standstill and the striking vessels of an Aframax-type oil tanker with different bulbous bow shapes were modeled as rigid bodies. The findings were compared, where possible, with existing analytical tools. Residual strength calculations on SSS and DSS vessels were computed corresponding to all considered collision damage scenarios. Traditional Smith's method was applied with the average stress — average strain relationships of elements based on derived semi - analytically. The effect of corrosion was also evaluated by Joint Bulker Project (JBP) Rules on the influence of plate and stiffener thickness. The safety of the vessels was determined as a ratio of the ultimate hull girder strength to bending moment in damaged condition. Finally, results and insights derived from the present work are summarized.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/3167352" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="4fc4ed8a16428eadbbafe6a171d8a7f5" rel="nofollow" data-download="{"attachment_id":50428322,"asset_id":3167352,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/50428322/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="3617005" href="https://independent.academia.edu/%D8%BA%D8%B1%D8%A8%D9%87%D8%A7%D9%84%D8%AD%D8%B3%D9%86">غربه الحسن</a><script data-card-contents-for-user="3617005" type="text/json">{"id":3617005,"first_name":"غربه","last_name":"الحسن","domain_name":"independent","page_name":"غربهالحسن","display_name":"غربه الحسن","profile_url":"https://independent.academia.edu/%D8%BA%D8%B1%D8%A8%D9%87%D8%A7%D9%84%D8%AD%D8%B3%D9%86?f_ri=120330","photo":"https://0.academia-photos.com/3617005/1265529/1577101/s65__._.jpg"}</script></span></span></li><li class="js-paper-rank-work_3167352 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="3167352"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 3167352, container: ".js-paper-rank-work_3167352", }); 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$(".js-view-count[data-work-id=3167352]").text(description); $(".js-view-count-work_3167352").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_3167352").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="3167352"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">10</a>  </div><span class="InlineList-item-text u-textTruncate u-pl10x"><a class="InlineList-item-text" data-has-card-for-ri="73" href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="23046" href="https://www.academia.edu/Documents/in/Structural_Integrity">Structural Integrity</a>, <script data-card-contents-for-ri="23046" type="text/json">{"id":23046,"name":"Structural Integrity","url":"https://www.academia.edu/Documents/in/Structural_Integrity?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="23890" href="https://www.academia.edu/Documents/in/Comparative_Study">Comparative Study</a>, <script data-card-contents-for-ri="23890" type="text/json">{"id":23890,"name":"Comparative Study","url":"https://www.academia.edu/Documents/in/Comparative_Study?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="63918" href="https://www.academia.edu/Documents/in/Progressive_Collapse">Progressive Collapse</a><script data-card-contents-for-ri="63918" type="text/json">{"id":63918,"name":"Progressive Collapse","url":"https://www.academia.edu/Documents/in/Progressive_Collapse?f_ri=120330","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=3167352]'), work: {"id":3167352,"title":"A comparative study on the structural integrity of single and double side skin bulk carriers under collision damage","created_at":"2013-03-30T16:31:26.411-07:00","url":"https://www.academia.edu/3167352/A_comparative_study_on_the_structural_integrity_of_single_and_double_side_skin_bulk_carriers_under_collision_damage?f_ri=120330","dom_id":"work_3167352","summary":"The primary aim of the present study is to investigate the collision resistance and residual strength of single side skin (SSS) and double side skin (DSS) bulk carriers subject to collision damage. The impact dynamics analyses were conducted using ANSYS LS-DYNA for the evaluation resistance forces, energy absorption and penetration depth for various collision scenarios. The struck vessels of Capsize SSS and DSS designs were assumed to be entirely standstill and the striking vessels of an Aframax-type oil tanker with different bulbous bow shapes were modeled as rigid bodies. The findings were compared, where possible, with existing analytical tools. Residual strength calculations on SSS and DSS vessels were computed corresponding to all considered collision damage scenarios. Traditional Smith's method was applied with the average stress — average strain relationships of elements based on derived semi - analytically. The effect of corrosion was also evaluated by Joint Bulker Project (JBP) Rules on the influence of plate and stiffener thickness. The safety of the vessels was determined as a ratio of the ultimate hull girder strength to bending moment in damaged condition. Finally, results and insights derived from the present work are summarized.","downloadable_attachments":[{"id":50428322,"asset_id":3167352,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":3617005,"first_name":"غربه","last_name":"الحسن","domain_name":"independent","page_name":"غربهالحسن","display_name":"غربه الحسن","profile_url":"https://independent.academia.edu/%D8%BA%D8%B1%D8%A8%D9%87%D8%A7%D9%84%D8%AD%D8%B3%D9%86?f_ri=120330","photo":"https://0.academia-photos.com/3617005/1265529/1577101/s65__._.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false},{"id":23046,"name":"Structural Integrity","url":"https://www.academia.edu/Documents/in/Structural_Integrity?f_ri=120330","nofollow":false},{"id":23890,"name":"Comparative Study","url":"https://www.academia.edu/Documents/in/Comparative_Study?f_ri=120330","nofollow":false},{"id":63918,"name":"Progressive Collapse","url":"https://www.academia.edu/Documents/in/Progressive_Collapse?f_ri=120330","nofollow":false},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330"},{"id":239185,"name":"Energy absorption","url":"https://www.academia.edu/Documents/in/Energy_absorption?f_ri=120330"},{"id":439776,"name":"Residual Strength","url":"https://www.academia.edu/Documents/in/Residual_Strength?f_ri=120330"},{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330"},{"id":472821,"name":"Rigid Body","url":"https://www.academia.edu/Documents/in/Rigid_Body?f_ri=120330"},{"id":832539,"name":"Penetration Depth","url":"https://www.academia.edu/Documents/in/Penetration_Depth?f_ri=120330"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_25899096" data-work_id="25899096" 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Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false},{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_11491289" data-work_id="11491289" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/11491289/Impact_scenario_models_for_probabilistic_risk_based_design_for_ship_ship_collision">Impact scenario models for probabilistic risk-based design for ship–ship collision</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a 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Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="120330" href="https://www.academia.edu/Documents/in/Marine_Structures">Marine Structures</a>, <script data-card-contents-for-ri="120330" type="text/json">{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="471104" href="https://www.academia.edu/Documents/in/Maritime_Engineering">Maritime Engineering</a><script data-card-contents-for-ri="471104" type="text/json">{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=11491289]'), work: {"id":11491289,"title":"Impact scenario models for probabilistic risk-based design for ship–ship collision","created_at":"2015-03-17T11:51:25.173-07:00","url":"https://www.academia.edu/11491289/Impact_scenario_models_for_probabilistic_risk_based_design_for_ship_ship_collision?f_ri=120330","dom_id":"work_11491289","summary":null,"downloadable_attachments":[{"id":46672890,"asset_id":11491289,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":7811336,"first_name":"Floris","last_name":"Goerlandt","domain_name":"independent","page_name":"FlorisGoerlandt","display_name":"Floris Goerlandt","profile_url":"https://independent.academia.edu/FlorisGoerlandt?f_ri=120330","photo":"https://0.academia-photos.com/7811336/4050910/4726161/s65_floris.goerlandt.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false},{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330","nofollow":false}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_26092367" data-work_id="26092367" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/26092367/Influence_of_residual_stresses_and_geometric_imperfections_on_the_elastoplastic_collapse_of_cylindrical_tubes_under_external_pressure">Influence of residual stresses and geometric imperfections on the elastoplastic collapse of cylindrical tubes under external pressure</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/26092367" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="0ae53eb6567e5a6ed900228d7897032e" rel="nofollow" data-download="{"attachment_id":46445626,"asset_id":26092367,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/46445626/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="36917695" href="https://univ-nantes.academia.edu/PascalCasari">Pascal Casari</a><script data-card-contents-for-user="36917695" type="text/json">{"id":36917695,"first_name":"Pascal","last_name":"Casari","domain_name":"univ-nantes","page_name":"PascalCasari","display_name":"Pascal Casari","profile_url":"https://univ-nantes.academia.edu/PascalCasari?f_ri=120330","photo":"https://0.academia-photos.com/36917695/10529448/11750573/s65_pascal.casari.jpg"}</script></span></span></li><li class="js-paper-rank-work_26092367 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="26092367"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 26092367, container: ".js-paper-rank-work_26092367", }); });</script></li><li class="js-percentile-work_26092367 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 26092367; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = 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style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="26092367"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>  <a class="InlineList-item-text u-positionRelative">17</a>  </div><span class="InlineList-item-text u-textTruncate u-pl10x"><a class="InlineList-item-text" data-has-card-for-ri="73" href="https://www.academia.edu/Documents/in/Civil_Engineering">Civil Engineering</a>, <script data-card-contents-for-ri="73" type="text/json">{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12147" href="https://www.academia.edu/Documents/in/Finite_element_method">Finite element method</a>, <script data-card-contents-for-ri="12147" type="text/json">{"id":12147,"name":"Finite element method","url":"https://www.academia.edu/Documents/in/Finite_element_method?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="23042" href="https://www.academia.edu/Documents/in/Finite_Element">Finite Element</a>, <script data-card-contents-for-ri="23042" type="text/json">{"id":23042,"name":"Finite Element","url":"https://www.academia.edu/Documents/in/Finite_Element?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="54418" href="https://www.academia.edu/Documents/in/Geometry">Geometry</a><script data-card-contents-for-ri="54418" type="text/json">{"id":54418,"name":"Geometry","url":"https://www.academia.edu/Documents/in/Geometry?f_ri=120330","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=26092367]'), work: {"id":26092367,"title":"Influence of residual stresses and geometric imperfections on the elastoplastic collapse of cylindrical tubes under external pressure","created_at":"2016-06-13T12:57:49.909-07:00","url":"https://www.academia.edu/26092367/Influence_of_residual_stresses_and_geometric_imperfections_on_the_elastoplastic_collapse_of_cylindrical_tubes_under_external_pressure?f_ri=120330","dom_id":"work_26092367","summary":null,"downloadable_attachments":[{"id":46445626,"asset_id":26092367,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":36917695,"first_name":"Pascal","last_name":"Casari","domain_name":"univ-nantes","page_name":"PascalCasari","display_name":"Pascal Casari","profile_url":"https://univ-nantes.academia.edu/PascalCasari?f_ri=120330","photo":"https://0.academia-photos.com/36917695/10529448/11750573/s65_pascal.casari.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false},{"id":12147,"name":"Finite element method","url":"https://www.academia.edu/Documents/in/Finite_element_method?f_ri=120330","nofollow":false},{"id":23042,"name":"Finite Element","url":"https://www.academia.edu/Documents/in/Finite_Element?f_ri=120330","nofollow":false},{"id":54418,"name":"Geometry","url":"https://www.academia.edu/Documents/in/Geometry?f_ri=120330","nofollow":false},{"id":60658,"name":"Numerical Simulation","url":"https://www.academia.edu/Documents/in/Numerical_Simulation?f_ri=120330"},{"id":61122,"name":"Stress analysis","url":"https://www.academia.edu/Documents/in/Stress_analysis?f_ri=120330"},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330"},{"id":147631,"name":"Residual Stresses","url":"https://www.academia.edu/Documents/in/Residual_Stresses?f_ri=120330"},{"id":152688,"name":"Buckling","url":"https://www.academia.edu/Documents/in/Buckling?f_ri=120330"},{"id":276809,"name":"Shell","url":"https://www.academia.edu/Documents/in/Shell?f_ri=120330"},{"id":436756,"name":"Defect","url":"https://www.academia.edu/Documents/in/Defect?f_ri=120330"},{"id":450353,"name":"Container","url":"https://www.academia.edu/Documents/in/Container?f_ri=120330"},{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330"},{"id":503866,"name":"Residual Stress","url":"https://www.academia.edu/Documents/in/Residual_Stress?f_ri=120330"},{"id":632961,"name":"Stress Analysis","url":"https://www.academia.edu/Documents/in/Stress_Analysis-1?f_ri=120330"},{"id":659978,"name":"Critical State","url":"https://www.academia.edu/Documents/in/Critical_State?f_ri=120330"},{"id":1636991,"name":"Numerical Calculation","url":"https://www.academia.edu/Documents/in/Numerical_Calculation?f_ri=120330"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_30821735" data-work_id="30821735" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/30821735/Effect_of_Natural_Zeolite_Pozzolan_on_Compressive_Strength_of_Oil_Polluted_Concrete_Marine_Structures">Effect of Natural Zeolite-Pozzolan on Compressive Strength of Oil-Polluted Concrete Marine Structures</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Oil pollution into the concrete composed materials, leads to decrease the compressive strength of the constructed structure. In the present study, effect of using a natural pozzolan named Zeolite on concrete structures was tested in... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_30821735" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Oil pollution into the concrete composed materials, leads to decrease the compressive strength of the constructed structure. In the present study, effect of using a natural pozzolan named Zeolite on concrete structures was tested in different marine conditions. A fixed amount of oil equal to 2% of sand weight was added as the pollution into the concrete composed materials. Natural Zeolite was added into the concrete instead of cement to the mix design with weight percentages of 10, 15 and 20. After preparing and curing, concrete specimens were placed into the three different conditions: fresh water, tidal, and sea water environments. Results of compressive strength tests showed that replacement of natural Zeolite instead of cement significantly increased compressive strength in comparison with control specimens, in all environments. Adding 20% natural Zeolite increased the compressive strength to its highest values about 60-85% higher than control specimens.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/30821735" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="b29eec03dd601ad8e7ef6049cd2d961c" rel="nofollow" data-download="{"attachment_id":51254991,"asset_id":30821735,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/51254991/download_file?st=MTczMjc3ODE4Niw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by <span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="39845369" href="https://independent.academia.edu/CivilEngineeringJournal">Civil Engineering Journal (CivileJournal.org)</a><script data-card-contents-for-user="39845369" type="text/json">{"id":39845369,"first_name":"Civil","last_name":"Engineering Journal (CivileJournal.org)","domain_name":"independent","page_name":"CivilEngineeringJournal","display_name":"Civil Engineering Journal (CivileJournal.org)","profile_url":"https://independent.academia.edu/CivilEngineeringJournal?f_ri=120330","photo":"https://0.academia-photos.com/39845369/10932871/15590991/s65_civil.engineering_journal_civilejournal.org_.jpg"}</script></span></span></li><li class="js-paper-rank-work_30821735 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="30821735"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 30821735, container: ".js-paper-rank-work_30821735", }); 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In the present study, effect of using a natural pozzolan named Zeolite on concrete structures was tested in different marine conditions. A fixed amount of oil equal to 2% of sand weight was added as the pollution into the concrete composed materials. Natural Zeolite was added into the concrete instead of cement to the mix design with weight percentages of 10, 15 and 20. After preparing and curing, concrete specimens were placed into the three different conditions: fresh water, tidal, and sea water environments. Results of compressive strength tests showed that replacement of natural Zeolite instead of cement significantly increased compressive strength in comparison with control specimens, in all environments. Adding 20% natural Zeolite increased the compressive strength to its highest values about 60-85% higher than control specimens.","downloadable_attachments":[{"id":51254991,"asset_id":30821735,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":39845369,"first_name":"Civil","last_name":"Engineering Journal (CivileJournal.org)","domain_name":"independent","page_name":"CivilEngineeringJournal","display_name":"Civil Engineering Journal (CivileJournal.org)","profile_url":"https://independent.academia.edu/CivilEngineeringJournal?f_ri=120330","photo":"https://0.academia-photos.com/39845369/10932871/15590991/s65_civil.engineering_journal_civilejournal.org_.jpg"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false},{"id":14978,"name":"Concrete 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type="text/json">{"id":4392,"name":"Monte Carlo Simulation","url":"https://www.academia.edu/Documents/in/Monte_Carlo_Simulation?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="27537" href="https://www.academia.edu/Documents/in/Corrosion">Corrosion</a>, <script data-card-contents-for-ri="27537" type="text/json">{"id":27537,"name":"Corrosion","url":"https://www.academia.edu/Documents/in/Corrosion?f_ri=120330","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="120330" href="https://www.academia.edu/Documents/in/Marine_Structures">Marine Structures</a><script data-card-contents-for-ri="120330" type="text/json">{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=24528372]'), work: {"id":24528372,"title":"Statistical 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Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering?f_ri=120330","nofollow":false},{"id":4392,"name":"Monte Carlo Simulation","url":"https://www.academia.edu/Documents/in/Monte_Carlo_Simulation?f_ri=120330","nofollow":false},{"id":27537,"name":"Corrosion","url":"https://www.academia.edu/Documents/in/Corrosion?f_ri=120330","nofollow":false},{"id":120330,"name":"Marine Structures","url":"https://www.academia.edu/Documents/in/Marine_Structures?f_ri=120330","nofollow":false},{"id":471104,"name":"Maritime Engineering","url":"https://www.academia.edu/Documents/in/Maritime_Engineering?f_ri=120330"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_10536496" data-work_id="10536496" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/10536496/Finite_element_modeling_of_suction_anchors_under_combined_loading">Finite element modeling of suction anchors under combined loading</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/10536496" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="dab9d8851c29887e7d744c2fba0fcf90" rel="nofollow" data-download="{"attachment_id":47318135,"asset_id":10536496,"asset_type":"Work","always_allow_download":false,"track":null,"button_location":"work_strip","source":null,"hide_modal":null}" class="Button Button--sm Button--inverseGreen 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