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Feasibility of using Fe-SMA rebar as cracking resistance spiral stirrup in the anchorage zone of post-tensioned prestressed concrete

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: 10.1016/j.istruc.2023.01.011.
  • About this
    data sheet
  • Reference-ID
    10710500
  • Published on:
    21/03/2023
  • Last updated on:
    21/03/2023
 
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