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Finite element estimates of punching shear strength / Gehad Samir Mohammed Younis ; Supervised Adel Yehia Akl , Osman Mohamed Osman Ramadan , Kamal Ghamry Metwally

By: Contributor(s): Material type: TextTextLanguage: 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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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: 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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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis 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
CD - Rom CD - Rom 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

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

Issued also as CD

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