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Strengthening of RC beams with inadequate lap splice length using cast-in-situ and anchored precast ECC ferrocement layers mitigating construction failure risk

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.cscm.2023.e02747.
  • About this
    data sheet
  • Reference-ID
    10755962
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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