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Effect of shear span-to-depth ratio on flexural and fracture behaviors of reinforced UHPMC beams based on four-point bending test and acoustic emission monitoring

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.jobe.2024.110457.
  • About this
    data sheet
  • Reference-ID
    10817871
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
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