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Numerical study on the behavior of CFRP strengthened cold-formed steel beams considering the effect of cohesive material / Ahmed Fathy Ibraheem Abusheasha Khalil ; Supervised Mohammed Hassanien Serror , Hazem Hossameldin Elanwar

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Fathy Ibraheem Abusheasha Khalil , 2021Description: 107 P. : charts ; 30cmOther title:
  • دراسة عددية لسلوك الكمرات من الصلب المشكل على البارد والمقواه بألواح البوليمر المدعم بألياف الكربون مع الأخذ فى الاعتبار تأثير الماده اللاصقه [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The thesis presents an analytical investigation of the through plate moment connection in cold-formed steel beam for the cases with and without CFRP-strengthening. Cold-formed steel beams are typically strengthened with CFRP plates to enhance their structural behavior and to increase their strength capacity.Three-dimensional non-linear finite element analysis have been performed for cold-formed steel beam-to-column through plate moment connections under monotonic loading. First, verification model is developed. Afterword{u2019}s, a parametric study is performed which includes variation in the profiles slenderness, different configurations and lengths of CFRP plates, and the number of layers of the CFRP Plate. The purpose of this parametric study was to show the relation between the normalized moment (M/MP) against the rotation angle({u019F}) for the cold-formed steel sections for cases with and without strengthening considering the effect of cohesive material
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ah.N (Browse shelf(Opens below)) Not for loan 01010110083971000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ah.N (Browse shelf(Opens below)) 83971.CD Not for loan 01020110083971000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

The thesis presents an analytical investigation of the through plate moment connection in cold-formed steel beam for the cases with and without CFRP-strengthening. Cold-formed steel beams are typically strengthened with CFRP plates to enhance their structural behavior and to increase their strength capacity.Three-dimensional non-linear finite element analysis have been performed for cold-formed steel beam-to-column through plate moment connections under monotonic loading. First, verification model is developed. Afterword{u2019}s, a parametric study is performed which includes variation in the profiles slenderness, different configurations and lengths of CFRP plates, and the number of layers of the CFRP Plate. The purpose of this parametric study was to show the relation between the normalized moment (M/MP) against the rotation angle({u019F}) for the cold-formed steel sections for cases with and without strengthening considering the effect of cohesive material

Issued also as CD

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