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Numerical study on the behavior of CFRP-strengthened cold-formed steel beams / Essam Gamal Eldin Soliman Mohammed Eissa ; Supervised Ahmed Farouk Hassan , Mohamed Hassanien

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Essam Gamal Eldin Soliman Mohammed Eissa , 2016Description: 184 P. : charts , facsimiles ; 30cmOther title:
  • دراسة عددية لسلوك الكمرات من الصلب المشكل على البارد و المقواه بالبوليمر المدعم بألياف الكربون [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: The thesis presents an analytical investigation of the cold-formed steel in the through plate moment connection with and without CFRP-strengthening. The cold-formed steel beams are strengthened with both CFRP plates and sheets to enhance the behavior and increase the capacity of the cold-formed sections. Three dimensional non-linear finite element analyses have been performed for cold-formed steel beam-to-column through plate moment connections under monotonic loading. Several parameters have been examined: cold-formed steel profile slenderness, strengthening with different CFRP plate configurations, strengthening with different CFRP sheets configurations, the type of the CFRP sheet, the number of layers of the CFRP sheet. The effect of CFRP-strengthening has presented by plotting the relation between the normalized (M/Mp) moment against the rotation angle({u019F}) for the cold-formed steel sections with and without strengthening
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Es.N (Browse shelf(Opens below)) Not for loan 01010110071979000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Es.N (Browse shelf(Opens below)) 71979.CD Not for loan 01020110071979000

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

The thesis presents an analytical investigation of the cold-formed steel in the through plate moment connection with and without CFRP-strengthening. The cold-formed steel beams are strengthened with both CFRP plates and sheets to enhance the behavior and increase the capacity of the cold-formed sections. Three dimensional non-linear finite element analyses have been performed for cold-formed steel beam-to-column through plate moment connections under monotonic loading. Several parameters have been examined: cold-formed steel profile slenderness, strengthening with different CFRP plate configurations, strengthening with different CFRP sheets configurations, the type of the CFRP sheet, the number of layers of the CFRP sheet. The effect of CFRP-strengthening has presented by plotting the relation between the normalized (M/Mp) moment against the rotation angle({u019F}) for the cold-formed steel sections with and without strengthening

Issued also as CD

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