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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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Journal ArticleDOI

Web crushing capacity of hollow rectangular bridge piers

TL;DR: In this paper, an approach to assess the horizontal shear capacity of hollow rectangular bridge piers designed to support 3 new toll bridges in the San Francisco Bay Area under seismic loads is presented.
Journal ArticleDOI

Integral constitutive model for deformational analysis of flexural reinforced concrete members

TL;DR: In this paper, a new integral constitutive model was developed for short-term deformational analysis of flexural reinforced concrete members, which consists of traditional constitutive relationships for reinforcement and compressive concrete and the integral constituent relationship for cracked tensile concrete which accumulates cracking, tension stiffening, reinforcement slippage and shrinkage effects.
DissertationDOI

Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips

TL;DR: In this article, the structural response of reinforced concrete slab strips subjected to axial tension and transverse load is investigated, focusing on the influence of axial tensile forces on the structural responses.
Journal ArticleDOI

Flexural and Shear Performance of Prestressed Composite Slabs with Inverted Multi-Ribs

TL;DR: In this article, flexural and shear tests were performed to verify the structural performance of half precast concrete slabs with inverted multi-ribs (Joint Advanced Slab, JAS), which enhance composite performance between slabs by introducing shear keys at connections between the slabs and improve structural performance by placing prestressing tendons and truss-type shear reinforcements.
Journal ArticleDOI

Microplane Model for Reinforced-Concrete Planar Members in Tension-Compression

TL;DR: In this article, a new microplane model is developed to overcome the disadvantages of the existing models, which uses disk microplanes involving a less number of microplanes and two-dimensional stresses and strains.
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