Finite element estimates of punching shear strength / Gehad Samir Mohammed Younis ; Supervised Adel Yehia Akl , Osman Mohamed Osman Ramadan , Kamal Ghamry Metwally
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TextLanguage: English Publication details: Cairo : Gehad Samir Mohammed Younis , 2015Description: 105 P. : charts , facsimiles ; 30cmOther title: - تقدير مقاومة القص الثاقب بطريقة العناصر المحدودة [Added title page title]
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ge.F (Browse shelf(Opens below)) | Not for loan | 01010110067541000 | ||
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.M.Sc.2015.Ge.F (Browse shelf(Opens below)) | 67541.CD | Not for loan | 01020110067541000 |
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Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This study employs the finite element (FE) method to investigate the punching shear strength of RC slab-column connections focusing on the effect of moment transfer from slab to column. The objective of the study is to compare the FE results to the two methods adopted by ECP-203: the simplified approach and the detailed one. This comparison is carried out for interior, edge, and corner slab- column connections with various levels of the moment transferred from slab to column. Numerical calculations of the punching shear strength using the FE method are conducted using the ANSYS software
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