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Effect of concrete cover thickness and main reinforcement ratio on flexural behavior of RC beams strengthened by NSM-GFRP bars

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: 10.3221/igf-esis.52.16.
  • About this
    data sheet
  • Reference-ID
    10457318
  • Published on:
    24/10/2020
  • Last updated on:
    24/10/2020
 
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