Paper Title:
Elastave Bucking of Whole-Corrugate Web H-Beam
  Abstract

Contradiction between thin wall and stability of H-beam is a kind of problem in engineering field, the corrugated web H-beam researched in this paper relieve the contradiction to some extent. This paper apply finite element method of variable section beam and high programming language of MATLAB to analyze buckling strength under axis pressure and effect of critical load of parameter of whole-corrugated web H-beam and contrast to constant cross section H-beam, declaration superiority of whole-corrugated web H-beam with example, supply theory to this kind of H-beam in engineering application.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 1: High Strength High Performance Materials and New Structural System
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
23-27
DOI
10.4028/www.scientific.net/AMR.368-373.23
Citation
Y. Chen, C. Y. Zhang, "Elastave Bucking of Whole-Corrugate Web H-Beam", Advanced Materials Research, Vols. 368-373, pp. 23-27, 2012
Online since
October 2011
Export
Price
$32.00
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