0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Study on the influence of restraint stiffness of main material on the compression stability bearing capacity of cross-bracing in transmission tower

Author(s):




Medium: journal article
Language(s): English
Published in: Journal of Physics: Conference Series, , n. 1, v. 2260
Page(s): 012004
DOI: 10.1088/1742-6596/2260/1/012004
Abstract:

In order to study the influence of restraint stiffness of main material on the compression stability bearing capacity of cross-bracing in transmission tower, in this paper, the load of cross-bracing under eccentric compression in transmission tower is simulated. The load test of 45 Q355 equilateral angle steel cross-bracing specimens with typical sections is completed, and an effective ANSYS finite element model is established for analysis. The effects of the restraint stiffness of main materials, slenderness ratio, material strength and the number of connecting bolts on the bearing capacity of cross-bracing are discussed, and the relevant laws are obtained, which provides a reference for engineering application.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1088/1742-6596/2260/1/012004.
  • About this
    data sheet
  • Reference-ID
    10670847
  • Published on:
    12/06/2022
  • Last updated on:
    12/06/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine