Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing-Reference-Cited by-同舟云学术

Numerical Study on the Local Buckling Behaviour of Bolted Steel Plates in Steel Jacketing

Published:2017 Issue: Volume:2017 Page:1-15
ISSN:1687-8434
Container-title:Advances in Materials Science and Engineering
language:en
Short-container-title:Advances in Materials Science and Engineering

Author:

Xu Xiao-liang¹,Lu Zhou-dao¹,Li Ling-zhi¹^ORCID,Jiang Chang-jiu¹

Affiliation:

1. Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China

Abstract

A numerical simulation was conducted to investigate the local buckling behaviour of the bolted steel plates in steel jacketing technique. The numerical model was firstly validated by the results of a previous experimental study. Then a parametric study was conducted to investigate the influence of different restraint measures on the local buckling behaviour and the sensitivity of the buckling behaviour to the initial imperfection. Fitted formulae were developed to calculate the structural field capacity of the bolted steel plates, and recommended values of stiffener size were also provided to facilitate the strengthening design of steel jacketing.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Link

http://downloads.hindawi.com/journals/amse/2017/1352084.pdf

Reference25 articles.

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