Title : ( Buckling and Ultimate Shear Capacity of Plate Girders with Perforated Webs )
Authors: Farzad Shahabian Moghadam , - - , حمید رضا وجدانی ,
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Abstract
In this paper, the behavior of perforated plate girders by nonlinear finite element analysis is represented. For this purpose, the powerful finite element code ANSYS is used to model the plate girders with web opening. First, analytical results are compared with available theories and then a parametric study with varying web slenderness, flange stiffness and opening size is performed. Finally, the effect of these parameters on buckling load and ultimate shear capacity of plate girders with web opening is investigated.
Keywords
, Plate Girders, Perforated Webs, Nonlinear Analysis, Shear Capasity
@inproceedings{paperid:1009203,
author = {Shahabian Moghadam, Farzad and -, - and حمید رضا وجدانی},
title = {Buckling and Ultimate Shear Capacity of Plate Girders with Perforated Webs},
booktitle = {International Colloquium on Stability and Ductility of Steel Structures, SDSS2006},
year = {2006},
location = {لیسبون},
keywords = {Plate Girders; Perforated Webs; Nonlinear Analysis; Shear Capasity},
}
%0 Conference Proceedings
%T Buckling and Ultimate Shear Capacity of Plate Girders with Perforated Webs
%A Shahabian Moghadam, Farzad
%A -, -
%A حمید رضا وجدانی
%J International Colloquium on Stability and Ductility of Steel Structures, SDSS2006
%D 2006
