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The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beams
Author(s) -
Cladera Antoni,
Marí Antonio,
Bairán Jesús Miguel,
Ribas Carlos,
Oller Eva,
Duarte Noemí
Publication year - 2016
Publication title -
structural concrete
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.912
H-Index - 34
eISSN - 1751-7648
pISSN - 1464-4177
DOI - 10.1002/suco.201500214
Subject(s) - dowel , structural engineering , chord (peer to peer) , prestressed concrete , reinforcement , shear (geology) , reinforced concrete , shear strength (soil) , engineering , materials science , geotechnical engineering , computer science , geology , composite material , distributed computing , soil science , soil water
Abstract A simplified mechanical model is presented for the shear strength prediction of reinforced and prestressed concrete members with and without transverse reinforcement, with I, T or rectangular cross‐section. The model, derived with further simplifications from a previous one developed by the authors, incorporates the contributions of the concrete compression chord, the cracked web, the dowel action and the shear reinforcement in a compact formulation. The mechanical character of the model provides valuable information about the physics of the problem and incorporates the most relevant parameters governing the shear strength of structural concrete members. The predictions of the model fit very well the experimental results collected in the ACI‐DAfStb databases of shear tests on slender reinforced and prestressed concrete beams with and without stirrups. Due to this fact and the simplicity of the derived equations it may become a very useful tool for structural design and assessment in engineering practice.