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Fatigue strengthening of cracked steel plates with bonded Fe‐SMA strips

Author(s): (Empa 8600 Dübendorf Switzerland)
(Empa 8600 Dübendorf Switzerland)
(Tongji University 200092 Shanghai China)
(ETH Zürich 8093 Zürich Switzerland)
(Empa 8600 Dübendorf Switzerland)
(Leibniz University Hannover 30167 Hannover Germany)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 3-4, v. 6
Page(s): 380-384
DOI: 10.1002/cepa.2559
Abstract:

Prestressed fatigue strengthening of steel structures has been proven effective by numerous investigations. Bonded iron‐based shape memory alloy (Fe‐SMA) strengthening has shown a great potential in this regard, however, with limited corroborating studies. Moreover, a proper model for fatigue analysis of systems that are retrofitted with bonded Fe‐SMA strengthening is missing. In this study, an analytical model, coupling prestress analysis and fatigue analysis, is proposed. Four steel plates with central through‐thickness cracks were strengthened with use of bonded Fe‐SMA strips, and subsequently tested under fatigue loading after generating prestress via heating and cooling. The fatigue behavior predicted by the proposed model lies in excellent agreement with the fatigue testing results.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/cepa.2559.
  • About this
    data sheet
  • Reference-ID
    10767123
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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