Paper Title:
Analysis on Secondary Effect of Corrugated Webs in Steel-Concrete Composite Beams
  Abstract

Some secondary effect introduced by corrugated configuration of corrugated web was studied and formulas were proposed. The deduction for these formulas was resolved into two steps. Step I: to solve the behavior of whole corrugated web by considering it as an orthotropic plate; Step II: to solve the secondary effect according to the shape parameters of corrugation based on the result of Step I. Subsequently, a numerical experiment was designed to validate the analytical work with the help of finite element package ANSYS taking material nonlinearity into consideration. The results obtained from numerical and analytical methods show good agreement. It indicates that the formulas proposed in this paper are convenient and efficient. This research deals with this secondary effect for the first time; more studies are needed for the effect on local buckling of corrugated webs.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
596-601
DOI
10.4028/www.scientific.net/AMR.255-260.596
Citation
K. B. Jiang, Y. Ding, Y. W. Liu, F. Zheng, "Analysis on Secondary Effect of Corrugated Webs in Steel-Concrete Composite Beams", Advanced Materials Research, Vols. 255-260, pp. 596-601, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Jun He, Yu Qing Liu, Ai Rong Chen
Abstract:The classical Euler-Bernoulli girder theory is not applicable due to shear deformation of corrugated steel web, elastic bending theory...
575
Authors: Z.Y. Wang, Q.Y. Wang, L.F. Tan, Y.Y. Chen, R.J. Jiang
Abstract:The focus of this study is to analyse the stress distribution of corrugated web girder subjected to out-plane bending. Welded joining is...
714
Authors: M. Gholizadeh, Y. Yadollahi
Chapter 2: Computational Mechanics and Engineering Applications
Abstract:Experimental and numerical studies conducted in the past three decades have demonstrated that a steel plate shear wall is an effective and...
80
Authors: Wei Ji, Shi Zhong Liu
Chapter 2: Structural Engineering
Abstract:This paper presents an method to solve the vertical deflection of the box beams with corrugated steel webs, considering both the shear lag...
1012