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Author:

Xie, Zhiqiang (Xie, Zhiqiang.) | Yan, Weiming (Yan, Weiming.) (Scholars:闫维明) | Yu, Cheng (Yu, Cheng.) | Mu, Tingting (Mu, Tingting.) | Song, Linlin (Song, Linlin.)

Indexed by:

EI Scopus SCIE

Abstract:

The paper presents an experimental investigation on the tensile behavior and strength of self-piercing rivet (SPR) connections used in cold-formed thin-walled steel structures. The sheet thickness ratio, the sheet combination type, and the rivet length were analyzed for their effects on the tensile performance of SPR connections. The research also studied the feasibility of the existing calculation method of SPR connections and the other design methods of self-tapping screw connections for the SPRs investigated herein. Based on the test results and analyses, a new design method for the tensile capacity was proposed. The test results showed that the sheet thickness ratio, the sheet combination type, and the rivet length were the key factors controlling the failure mode and the tensile capacity of SPR connections. The proposed design method for the tensile capacity of SPR connections considers those primary factors as well as the different failure modes. (C) 2018 Elsevier Ltd. All rights reserved.

Keyword:

Cold-formed thin-walled steel Feasibility Self-piercing rivet connections Design method Tensile performance

Author Community:

  • [ 1 ] [Xie, Zhiqiang]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 2 ] [Yan, Weiming]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 3 ] [Mu, Tingting]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 4 ] [Song, Linlin]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 5 ] [Yu, Cheng]Univ North Texas, Dept Engn Technol, Denton, TX 76203 USA

Reprint Author's Address:

  • 闫维明

    [Yan, Weiming]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China

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Source :

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

ISSN: 0143-974X

Year: 2018

Volume: 144

Page: 211-220

4 . 1 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:156

Cited Count:

WoS CC Cited Count: 17

SCOPUS Cited Count: 24

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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