Effects of sectional kinematic constraints in fiber element formulations on the load‐deformation response of reinforced concrete elements-Reference-Cited by-同舟云学术

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Effects of sectional kinematic constraints in fiber element formulations on the load‐deformation response of reinforced concrete elements

Published:2022-10-19 Issue:1 Volume:24 Page:906-936
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Lamawansa Yasas¹^ORCID,Hippola Sameera¹,Wijesundara Kushan Kalmith¹^ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering University of Peradeniya Peradeniya Sri Lanka

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202200081

Reference41 articles.

1. The modified compression‐field theory for reinforced concrete elements subjected to shear;Vecchio FJ;ACI J,1986

2. Disturbed Stress Field Model for Reinforced Concrete: Formulation

3. Bairán J.A non‐linear coupled model for the analysis of reinforced concrete sections under bending shear torsion and axial forces (Doctoral dissertation);2005.

4. Kotronis P Chambon R Mazars J Collin F.Local second gradient models and damage mechanics: application to concrete. In: 11th International Conference on Fracture (No. 5712);2005.

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