Paper Title:
Study on the Local Buckling Behavior of Steel Equal Angle Members under Axial Compression with the Steel Strength Variation
  Abstract

High strength steel sections have been increasingly used in buildings and bridges, and steel angles have also been widely used in many steel structures, especially in transmission towers and long span trusses. However, high strength steel exhibits mechanical properties that are quite different from ordinary strength steel, and hence, the local buckling behavior of steel equal angle members under axial compression varies with the steel strength. However, there is a lack of research on the relationship of the local buckling behavior of steel equal angle members under axial compression with the steel strength. A finite element model is developed in this paper to analyze the local buckling behavior of steel equal angle members under axial compression, and study its relationship with the steel strength and the width-to-thickness ratio of the angle leg. The finite element analysis (FEA) results are compared with the corresponding design method in the American code AISC 360-05, which provides a reference for the related design.

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 10: Innovative Structures: Technologies and Applications
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
2430-2436
DOI
10.4028/www.scientific.net/AMR.374-377.2430
Citation
G. Shi, Z. Liu, Y. Zhang, Y. J. Shi, Y. Q. Wang, "Study on the Local Buckling Behavior of Steel Equal Angle Members under Axial Compression with the Steel Strength Variation", Advanced Materials Research, Vols. 374-377, pp. 2430-2436, 2012
Online since
October 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 Su, Shi Lang Xu, Dong Tao Xia
Chapter 2: Frontiers of Building Materials
Abstract:In this article, through the seismic experimental analysis for six frame joints of ultra-high toughness cementitious composites, the...
794
Authors: Hong Yuan Tang, Wei Lin
Chapter 1: Structural Engineering
Abstract:This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear...
571
Authors: Shan Suo Zheng, Yue Heng Yan, Qing Lin Tao, Wen Yong Li
Chapter 5: Seismic Engineering
Abstract:Based on the experiments of a reinforced concrete frame column, 5 new members with different volumetric percentage of stirrups which are...
2046
Authors: Long Ying Zhang, Liang Zong, Yuan Qing Wang, Jun Li
Chapter 5: Bridge and Road Engineering
Abstract:Loukouni bridge is a deck type arch bridge with box section which is a part from the second stage of the 1st national road project of the...
1665
Authors: Cun Hui, Wan Lin Cao, Hong Ying Dong
Chapter 2: Structural Engineering
Abstract:The structural measures about puting the additional energy dissipation plat at the bottom of the CFST columns where bears more stress, was...
620