Finite element estimates of punching shear strength /
Gehad Samir Mohammed Younis
Finite element estimates of punching shear strength / تقدير مقاومة القص الثاقب بطريقة العناصر المحدودة Gehad Samir Mohammed Younis ; Supervised Adel Yehia Akl , Osman Mohamed Osman Ramadan , Kamal Ghamry Metwally - Cairo : Gehad Samir Mohammed Younis , 2015 - 105 P. : charts , facsimiles ; 30cm
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
Flat plate Punching shear Reinforced concrete slab-column connections
Finite element estimates of punching shear strength / تقدير مقاومة القص الثاقب بطريقة العناصر المحدودة Gehad Samir Mohammed Younis ; Supervised Adel Yehia Akl , Osman Mohamed Osman Ramadan , Kamal Ghamry Metwally - Cairo : Gehad Samir Mohammed Younis , 2015 - 105 P. : charts , facsimiles ; 30cm
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
Flat plate Punching shear Reinforced concrete slab-column connections