Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments /
Ahmed Gamal Mohamed Abdelgawad
Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments / القص الثاقب لوصلات البلاطات و الأعمدة الخرسانية المعرضة لأحمال محورية بالاضافة لعزوم غير متوازنة Ahmed Gamal Mohamed Abdelgawad ; Supervised Hatem Mostafa Mohamed , Kamal Ghamry Metwally - Cairo : Ahmed Gamal Mohamed Abdelgawad , 2021 - 255 P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This research use finite element method to study punching shear effect on slab-column connections exposed to combined axial loads and unbalanced moments resulted from lateral loads.This thesis investigates the effect of certain factors on the slab-column connection punching shear capacity such as the effect of different values of eccentricity made by the unbalanced moment, the effect of increasing the concrete strength value of slab- column connection, the effect of increasing the flexural reinforcement of the slab-column connection, the effect of using fiber reinforced concrete and the effect of using shear reinforcement. three-dimensional models were created by ANSYS software to represent connections exposed to different loading patterns, and the load-deflection relationships of the software output are compared to conclude the effect of the previously mentioned factors
Axial loads Punching Slab-column connections
Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments / القص الثاقب لوصلات البلاطات و الأعمدة الخرسانية المعرضة لأحمال محورية بالاضافة لعزوم غير متوازنة Ahmed Gamal Mohamed Abdelgawad ; Supervised Hatem Mostafa Mohamed , Kamal Ghamry Metwally - Cairo : Ahmed Gamal Mohamed Abdelgawad , 2021 - 255 P. : charts , facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This research use finite element method to study punching shear effect on slab-column connections exposed to combined axial loads and unbalanced moments resulted from lateral loads.This thesis investigates the effect of certain factors on the slab-column connection punching shear capacity such as the effect of different values of eccentricity made by the unbalanced moment, the effect of increasing the concrete strength value of slab- column connection, the effect of increasing the flexural reinforcement of the slab-column connection, the effect of using fiber reinforced concrete and the effect of using shear reinforcement. three-dimensional models were created by ANSYS software to represent connections exposed to different loading patterns, and the load-deflection relationships of the software output are compared to conclude the effect of the previously mentioned factors
Axial loads Punching Slab-column connections