Journal ArticleDOI
The modified compression-field theory for reinforced concrete elements subjected to shear
Frank J. Vecchio,Michael P. Collins +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).read more
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Automated Finite-Element-Based Validation of Structures Designed by the Strut-and-Tie Method
TL;DR: In this paper, an integrated strut-and-tie design and computational framework was developed to overcome the barriers to efficient design by the STM and effective design validation by nonlinear finite-element analysis.
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Five‐spring model for complete shear behaviour of deep beams
TL;DR: In this article, a five-spring kinematic model was proposed to predict the complete pre-and post-peak shear behavior of deep beams under single curvature, where four of the springs of the model represent the shear resistance mechanisms of the beam, while the fifth spring models the flexural behaviour.
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Modeling of reinforced concrete beams strengthened in shear with CFRP: Microplane-based approach
TL;DR: In this article, a numerical analysis of reinforced concrete (RC) beams strengthened in shear with Carbon Fiber Reinforced Polymer (CFRP) is presented, which is based on the microplane model for concrete and polymer (matrix).
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Nonlinear failure analysis of bridge pier subjected to vessel impact combined with blast loads
TL;DR: In this paper, the vulnerability of a reinforced concrete (RC) girder bridge pier is numerically assessed using high and moderate-resolution finite element (FE) simulations in LS-DYNA under the combination of vessel collisions and blast loadings.
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Analytical Investigations of Reinforced Concrete Beam–Column Joints Constructed Using High-Strength Materials
Pooya Alaee,Bing Li +1 more
TL;DR: In this article, high-strength concrete beam-column joints reinforced with high strength steel rebars were evaluated and compared, and the bond performance of test specimens was evaluated, and compared.