Amr.el_sayed250

عمرو السيد خلف الله محمد

مدرس مساعد -

كلية الهندسة

العنوان: سوهاج

4

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أهلاً بكم في الموقع الرسمي للمهندس/

عمرو السيد خلف الله محمد

المدرس المساعد بقسم الهندسة المدنية

كلية الهندسة - جامعة سوهاج


2021-10-11 00:42:46 | الكلمات المفتاحية Bending behavior,
Numerical study of the flange buckling behavior of trapezoidally corrugated web girders
Trapezoidal corrugated web steel plate girders (TCWPGs) are heavily considered as advanced structural elements in the structural engineering branch due to their many advantages. However, not many researchers focused on studying the calculation of the capacity of these girders under bending moment and the bending behavior of these girders when it fails by flange local buckling of the slender compression ... إقراء المزيد

2021-10-11 00:36:55 | الكلمات المفتاحية Flange buckling behavior,
Finite Element Analysis of Flange Buckling Behavior of Plate Girders with Corrugated Webs
Steel plate girders with trapezoidal corrugated webs have been used widely over the last years around the world in many roadways and railway steel bridges as they can introduce several important advantages compared with plate girders bridges with the flat web. The study in this paper presents a numerical investigation of flange buckling behavior using the FE program ABAQUS and ... إقراء المزيد

2021-10-11 00:33:42 | الكلمات المفتاحية flange local buckling (FLB),
NUMERICAL STUDY OF FLANGE BUCKLING BEHAVIOR OF HIGH-STRENGTH STEEL CORRUGATED WEB I-GIRDERS
Steel plate girders with trapezoidal corrugated webs (TCWPGs) have been used over the last years around the world in many roadway and railway steel bridges as they can introduce several important advantages compared to flat web plate girders. The proper design of corrugated web girders depends mainly on the flexural and shear capacity of them. However, the flexural capacity is ... إقراء المزيد