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Evaluation of shear strength of tapered plate-girder web / Basem Hassan Abdelbaset ; Supervised Hesham Sobhy , Mohammed Hassanien

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Basem Hassan Abdelbaset , 2015Description: 157 P. : charts , facsimiles ; 30cmOther title:
  • تقييم مقاومة القص لعصب الكمرات المتغيرة العمق [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: The thesis presents an analytical investigation of tapered plate girder web panel. Three dimensional non-linear finite element analyses have been performed for tapered plate girder web panel subjected to pure shear. Several parameters have been examined: web slenderness ratio; web aspect ratio; flange to web thickness ratio; flange width; tapering angle; tension field direction; existence of transversal stiffners. These parameters have been studied to evaluate the critical buckling shear stress and ultimate shear strength of tapered plate girder and to propose a new formula to assess the value of critical buckling shear stress and ultimate shear strength
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Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2015.Ba.E (Browse shelf(Opens below)) Not for loan 01010110067533000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2015.Ba.E (Browse shelf(Opens below)) 67533.CD Not for loan 01020110067533000

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

The thesis presents an analytical investigation of tapered plate girder web panel. Three dimensional non-linear finite element analyses have been performed for tapered plate girder web panel subjected to pure shear. Several parameters have been examined: web slenderness ratio; web aspect ratio; flange to web thickness ratio; flange width; tapering angle; tension field direction; existence of transversal stiffners. These parameters have been studied to evaluate the critical buckling shear stress and ultimate shear strength of tapered plate girder and to propose a new formula to assess the value of critical buckling shear stress and ultimate shear strength

Issued also as CD

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