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Laboratory testing and numerical modelling of frame apex connections fabricated from steel cold-formed sections / Mohamed Hosny Zaki Abdelrahman ; Supervised Sherif A. Mourad , Maged T. Hanna , Hazem H. Elanwar

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Hosny Zaki Abdelrahman , 2021Description: 99 P . : charts , facsmiliesOther title:
  • الإختبارات المعملية والنمذجة الرقمية لوصلات القمة بالإطارات المصنعة من قطاعات الصلب المشكل على البارد [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: In this study, the behavior of cold formed steel portal frame apex connection subjected to major axis bending moments have been investigated. For this purpose, experimental and numerical models have been developed. Two types of fasteners have been studied. First, self-drilling screws with diameter 6mm, whereas the second type is ordinary bolts of diameter 12mm. Four specimens have been fabricated to investigate the behavior of these connections. Further, the specimens are modeled numerically using (ABAQUS) software. The model is verified by comparing its results with the experimental tests. A parametric study was conducted to investigate the effect of bolt type, gusset plate thickness, bolt number and arrangement, and the use of lower flange plate
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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.Mo.L (Browse shelf(Opens below)) Not for loan 01010110085272000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2021.Mo.L (Browse shelf(Opens below)) 85272.CD Not for loan 01020110085272000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

In this study, the behavior of cold formed steel portal frame apex connection subjected to major axis bending moments have been investigated. For this purpose, experimental and numerical models have been developed. Two types of fasteners have been studied. First, self-drilling screws with diameter 6mm, whereas the second type is ordinary bolts of diameter 12mm. Four specimens have been fabricated to investigate the behavior of these connections. Further, the specimens are modeled numerically using (ABAQUS) software. The model is verified by comparing its results with the experimental tests. A parametric study was conducted to investigate the effect of bolt type, gusset plate thickness, bolt number and arrangement, and the use of lower flange plate

Issued also as CD

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