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Journal ArticleDOI

The modified compression-field theory for reinforced concrete elements subjected to shear

Frank J. Vecchio, +1 more
- Vol. 83, Iss: 2, pp 219-231
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The article was published on 1986-03-01. It has received 2577 citations till now. The article focuses on the topics: Modified Compression Field Theory & Shear (geology).

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Wound FRP shear reinforcement for concrete structures

TL;DR: In this article, the authors describe the outcomes of recent research that is, for the first time, aiming to completely replace internal steel reinforcement in concrete structures with knitted prefabricated...
Journal ArticleDOI

Shear strength of heavily reinforced concrete members with circular cross section

TL;DR: In this paper, the authors present the results of a test series on heavily shear reinforced circular concrete members and compare the results with a recently developed plasticity-based shear model for circular members.
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FRCM/internal transverse shear reinforcement interaction in shear strengthened RC beams

TL;DR: In this article, a study on the efficacy of a shear strengthening technique utilizing fabric reinforced cementitious matrix (FRCM) systems for beams with and without internal transverse shear reinforcement (ITSR) within the critical shear span (CSS).
Journal ArticleDOI

Rotating crack finite element model for reinforced concrete structures

TL;DR: In this paper, a rotating crack finite element model for the analysis of reinforced and prestressed concrete structures, loaded in the plane of the structure, is presented, where the effects of concrete cracking and crushing, crack rotation, tension stiffening and bond-slip are considered.
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Shear strength of RC beams with stirrups using an improved Eurocode 2 truss model with two variable-inclination compression struts

TL;DR: In this paper, the authors presented an upgrade of the EC-2 truss model incorporating two variable-inclination compression struts, whose inclination angles are determined through equilibrium conditions and the theory of plasticity.
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