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Author:

Xiao, Shuo (Xiao, Shuo.) | Sun, Guojun (Sun, Guojun.) | Wu, Jinzhi (Wu, Jinzhi.) | Lin, Yujia (Lin, Yujia.) | Li, Xiongyan (Li, Xiongyan.) | Xue, Suduo (Xue, Suduo.)

Indexed by:

EI Scopus SCIE

Abstract:

The objective of this study is to reveal the fire-induced anti-slip performance and failure mechanism of cable clamps used in large-span spatial structures. Taking cable clamps as the research object, the test study on the anti-slip bearing capacity performance under real fire conditions was conducted, and the influence of different times pre-thrust force levels (0.3, 0.5, 0.7), cable types (GF (Galfan-coated cable)and MF (Cable of locked coil wire ropes)), and different zinc layer thicknesses (200um and 500um) on the anti-slip bearing capacity of cable clamps was considered. Finally, a prediction model for the anti-slip performance of cable clamps under transient high temperature was proposed. The research results show that as the pre-thrust force level increases, the antislip bearing capacity time of the cable clamp decreases. Under the same cable type, as the zinc layer thickness increases, the ultimate slip time also decreases. By comparing the bearing capacity of cable clamps of GF and MF, it is found that under high pre-thrust force levels, the anti-slip bearing capacity of MF is better than that of GF; as the pre-thrust force decreases, the anti-slip bearing capacity of GF clamps gradually exceeds that of MF clamps. A prediction equation for the anti-slip performance of cable clamps under transient high temperature was proposed, which comprehensively considers the thermal-mechanical coupling effects such as temperature and prethrust force, and accurately predicts the entire process of cable clamp slip under high temperature conditions.

Keyword:

High temperature Anti-slip model Anti-slip performance Large-span spatial structure Cable clamp joint

Author Community:

  • [ 1 ] [Xiao, Shuo]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Sun, Guojun]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Wu, Jinzhi]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Lin, Yujia]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 5 ] [Li, Xiongyan]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
  • [ 6 ] [Xue, Suduo]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China

Reprint Author's Address:

  • 孙国军

    [Sun, Guojun]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China

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Source :

CONSTRUCTION AND BUILDING MATERIALS

ISSN: 0950-0618

Year: 2025

Volume: 473

7 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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