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Punching of reinforced concrete slab-column connections subjected to combined axial loads and unbalanced moments / Ahmed Gamal Mohamed Abdelgawad ; Supervised Hatem Mostafa Mohamed , Kamal Ghamry Metwally

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Ahmed Gamal Mohamed Abdelgawad , 2021Description: 255 P. : charts , facsimiles ; 30cmOther title:
  • القص الثاقب لوصلات البلاطات و الأعمدة الخرسانية المعرضة لأحمال محورية بالاضافة لعزوم غير متوازنة [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: 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
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ah.P (Browse shelf(Opens below)) Not for loan 01010110084044000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Ah.P (Browse shelf(Opens below)) 84044.CD Not for loan 01020110084044000

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

Issued also as CD

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