Paper Title:
Determination of Critical Distortional Buckling Load for Thin-Walled C Steel Section
  Abstract

The differential equations about distortional buckling are established according to the distortional buckling mode of cold-formed thin-walled C steel on the lateral and vertical loads. The formula of critical moment is obtained according to the differential equations of bending. This formula can calculate the critical moment if the properties of the section of C steel are given.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
454-459
DOI
10.4028/www.scientific.net/AMR.163-167.454
Citation
C. S. Bao, X. B. Han, W. Wang, "Determination of Critical Distortional Buckling Load for Thin-Walled C Steel Section", Advanced Materials Research, Vols. 163-167, pp. 454-459, 2011
Online since
December 2010
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: Seung Sik Lee, Soon Jong Yoon, Sung Yong Back
Abstract:The use of pultruded fiber reinforced polymeric (FRP) members in civil engineering applications can greatly reduce construction time and...
1733
Authors: Zhe Zhang, Guo Qiang Li, Fei Fei Sun
Abstract:To analyze the flexural and torsional buckling of H-beams with corrugated webs, the stress characteristics were compared with beams with plat...
351
Authors: Sheng Wu
Chapter 7: Computational Mechanics
Abstract:The hollow flange beam (HFB) is a unique cold-formed steel section developed in Australia for use as a flexural member. This paper presents...
2942
Authors: Hou Jun Kang, Yue Yu Zhao, Hai Ping Zhu
Chapter 10: Reliability and Durability of Structures
Abstract:Cable-arch structure is a combined structure, which utilizes flexibility of cable and rigidity of arch. Cable-arch structure has been widely...
3061
Authors: Xi Song, Yin Guang Wu, Heng Zhou Li, Jian Xin Dai
Chapter 2: Mechanical Engineering, Manufacturing Technology and Application
Abstract:In the light of the structural features of the wind turbine tower and force characteristics, the mechanical model of the variable...
759