中文版 | English
题名

Numerical simulation of weld fracture using cohesive interface for novel inter-module connections

作者
通讯作者Hou,Chao
发表日期
2020-11-01
DOI
发表期刊
ISSN
0143-974X
EISSN
1873-5983
卷号174
摘要
Modular construction is an emerging building technique with inherent advantages such as faster construction speed, lower cost and environmental impact. However, it is of great challenge to design higher-rise modular buildings. The key element is to design a feasible inter-module connection that withstands excessive wind, seismic, and gravitational load. In this study, a novel tenon-connected inter-module connection is investigated through advanced numerical approach. Although the connection design minimises on-site activities as a simple bolting procedure, there are still manufactured weld joints that exist in the connection. As revealed by previous experimental studies, fracture of the weld joints is one of governing factors for the connection behaviour. In this paper, the weld fracture is simulated by using an innovative numerical approach that incorporates a cohesive interface model. The advantages of this cohesive interface model are threefold: firstly, it requires only two parameters, namely, the cohesive strength (T) and the critical separation (δ); secondly, it could be applied for both ductile and brittle fracture; thirdly, it is much less computationally demanding as compared with other sophisticated models. A calibration method for ratios T/f and δ/ε is proposed and validated using a standard compact tension test before modelling the inter-module connection. In the full range study of the novel connection, failure mechanisms are successfully simulated, including gap opening, column extrusion, and weld fracture. After validation of the connection model against existing test data, a parametric study is conducted to facilitate the optimal design of the inter-module connections.
关键词
相关链接[Scopus记录]
收录类别
SCI ; EI
语种
英语
学校署名
通讯
WOS研究方向
Construction & Building Technology ; Engineering
WOS类目
Construction & Building Technology ; Engineering, Civil
WOS记录号
WOS:000579832000021
出版者
EI入藏号
20203609130454
EI主题词
Environmental impact ; Finite element method ; Tensile strength ; Modular construction ; Seismic design ; Fracture ; Tensile testing
EI分类号
Construction Methods:405.2 ; Structural Design:408 ; Environmental Impact and Protection:454.2 ; Earthquake Resistance:484.3 ; Welding:538.2 ; Numerical Methods:921.6 ; Materials Science:951
ESI学科分类
ENGINEERING
Scopus记录号
2-s2.0-85090054263
来源库
Scopus
引用统计
被引频次[WOS]:22
成果类型期刊论文
条目标识符http://sustech.caswiz.com/handle/2SGJ60CL/153556
专题工学院_海洋科学与工程系
作者单位
1.School of Civil Engineering,The University of Sydney,Sydney,2006,Australia
2.Department of Ocean Science and Engineering,Southern University of Science and Technology,Shenzhen,518055,China
通讯作者单位海洋科学与工程系
推荐引用方式
GB/T 7714
Peng,Jiahao,Hou,Chao,Shen,Luming. Numerical simulation of weld fracture using cohesive interface for novel inter-module connections[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,2020,174.
APA
Peng,Jiahao,Hou,Chao,&Shen,Luming.(2020).Numerical simulation of weld fracture using cohesive interface for novel inter-module connections.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,174.
MLA
Peng,Jiahao,et al."Numerical simulation of weld fracture using cohesive interface for novel inter-module connections".JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 174(2020).
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