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Author:

Xue, S. (Xue, S..) | Li, X. (Li, X..) | Liu, Y. (Liu, Y..) | Smith, S.T. (Smith, S.T..) | Dogar, A.U.R. (Dogar, A.U.R..) | Tafsirojjaman, T. (Tafsirojjaman, T..)

Indexed by:

EI Scopus SCIE

Abstract:

Carbon fibre-reinforced polymer (CFRP) straps can be utilised as tension members in structures on account of their high-strength properties. The development of an effective anchorage device for CFRP straps that can fully utilise the strength of straps before anchorage failure is an ongoing technical challenge. To address such knowledge gap, a novel anchorage device termed winding-wedge anchorage that combines winding and wedge anchorage mechanisms is reported herein. For the winding anchorage component, different numbers of winding turns are applied. For the wedge anchorage component, three different types of wedge anchorage systems are investigated namely bonding, friction clamping, and friction non-clamping. Initially, the working mechanism, theoretical winding–wedge anchorage model (herein theoretical model), and design parameters are determined. Experimental and finite element analyses are then reported to assess the behaviour of the anchorage including failure modes and anchorage efficiencies. The accuracy of the theoretical model is also reported. It is concluded that the efficiency of the anchorage device is primarily dependent on the wedge anchorage component. Moreover, the bonding wedge anchorage component performed better than the other two wedge anchorage systems. The theoretical model and experimental results revealed that 1.5 winding turns results in an optimal interaction between the winding and wedge anchorages components. © 2023 The Authors

Keyword:

Design models CFRP anchorage Anchorage performance Non-laminated straps Winding–wedge anchorage Anchorage efficiency

Author Community:

  • [ 1 ] [Xue S.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, 100 Pingleyuan, Beijing, China
  • [ 2 ] [Li X.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, 100 Pingleyuan, Beijing, China
  • [ 3 ] [Liu Y.]Research Institute of Urbanization and Urban Safety, School of Civil and Resource Engineering, University of Science and Technology Beijing, 30 Xueyuan Road, Beijing, China
  • [ 4 ] [Smith S.T.]School of Architecture and Civil Engineering, The University of Adelaide, 5005, SA, Australia
  • [ 5 ] [Dogar A.U.R.]Department of Civil Engineering, University of Central Punjab, Lahore, Pakistan
  • [ 6 ] [Li X.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, 100 Pingleyuan, Beijing, China
  • [ 7 ] [Tafsirojjaman T.]School of Architecture and Civil Engineering, The University of Adelaide, 5005, SA, Australia

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Source :

Case Studies in Construction Materials

ISSN: 2214-5095

Year: 2023

Volume: 19

6 . 2 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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