Novel Multiaction Model for Shear Strength Prediction of Reinforced Concrete Beams: Development and Application to Elements with FRP Bars and FRC-Reference-Cited by-同舟云学术

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Novel Multiaction Model for Shear Strength Prediction of Reinforced Concrete Beams: Development and Application to Elements with FRP Bars and FRC

Published:2025-02 Issue:1 Volume:29 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Costa Gilcyvania¹^ORCID,Campos Claudia M. O.²^ORCID,Martha Luiz Fernando¹^ORCID,Cardoso Daniel C. T.¹^ORCID

Affiliation:

1. Pontifical Catholic Univ. of Rio de Janeiro

2. Fluminense Federal Univ.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4880

Reference41 articles.

1. Versuche zum stadium der verdubelungswirkung der biegezugbewehrung eines stahlbetonbalkens;Baumann T.;German Committee for Reinforced Concrete, Bulletin,1970

2. Rough Cracks in Reinforced Concrete

3. Analysis of shear-transfer actions on one-way RC members based on measured cracking pattern and failure kinematics

4. An analysis of the shear‐transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements

5. A mechanical model for failures in shear of members without transverse reinforcement based on development of a critical shear crack;Cavagnis F.;Eng. Struct.,2018

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