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Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model

Author(s):

Medium: journal article
Language(s): English
Published in: Budownictwo i Architektura, , n. 3, v. 13
Page(s): 183-192
DOI: 10.35784/bud-arch.1816
Abstract:

The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.

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: 10.35784/bud-arch.1816.
  • About this
    data sheet
  • Reference-ID
    10475929
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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