Finite element analysis and experimental study on a bellows joint

被引:29
|
作者
Xiang, X. M. [1 ,2 ]
Lu, G. [1 ]
Li, Z. X. [3 ]
Lv, Y. [4 ]
机构
[1] Swinburne Univ Technol, Fac Sci Engn & Technol, Hawthorn, Vic 3122, Australia
[2] Tianjin Chengjian Univ, Tianjin Key Lab Civil Struct Protect & Reinforcem, Tianjin 300384, Peoples R China
[3] Tianjin Univ, Minist Educ, Key Lab Coast Civil Struct Safety, Tianjin 300072, Peoples R China
[4] Tianjin Chengjian Univ, Sch Civil Engn, Tianjin 300384, Peoples R China
基金
澳大利亚研究理事会; 中国国家自然科学基金;
关键词
Bellows joint; Single convolution; Multi-convolution; Load capacity; Energy absorption; WELDED SLIP JOINTS; STEEL PIPELINES; PERFORMANCE; BEHAVIOR;
D O I
10.1016/j.engstruct.2017.08.034
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bellows joint is a critical part of an underground pipeline system, which can undergo severe damage such as breaking, crushing, and bending under a strong earthquake. In our research work, finite element analysis (FEA) of the bellows joint was studied using LS-DYNA. Single convolution and multi-convolution bellows joints applied with different loadings were investigated. Force - displacement curve, plastic strain distribution and bending moment - angular displacement curve were obtained. Furthermore, low frequency cyclic experiment on 4-convolution bellows joints was conducted and the results from the experiment were compared with the results from FEA. The load capacity of the multi-convolution bellows joint was almost the same as the single convolution bellows joint, and the energy absorption increased with the number of the convolution linearly. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:584 / 598
页数:15
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