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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Assessing the response and fragility of concrete bridges under multi-hazard effect of vessel impact and corrosion
TL;DR: In this paper, a finite element (FE) model for reinforced concrete (RC) bridges under vessel collision with the corrosion-induced structural deterioration being considered is developed and validated by the experimental results and a surrogate model is then employed to create fragility curves using Monte Carlo methods.
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Moment redistribution in RC beams - A study of the influence of longitudinal and transverse reinforcement ratios and concrete strength
TL;DR: In this article, a model combining plastic and nonlinear analysis is presented to assess the load-carrying capacity at the ultimate limit state (ULS) for continuous two-span beams, and the experimental response at the ULS was further compared with the predicted distribution of internal forces according to the theoretical model.
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Strength predictions of pile caps by a strut-and-tie model approach
TL;DR: In this article, a strut-and-tie model approach is presented for calculating the strength of reinforced concrete pile caps, which employs constitutive laws for cracked reinforced concrete concre...
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Computational Modelling Strategies for Nonlinear Response Prediction of Corroded Circular RC Bridge Piers
TL;DR: In this paper, a numerical model is presented that enables simulation of the nonlinear flexural response of corroded reinforced concrete (RC) components employing a force-based nonlinear fiber beam-column element.
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Bond behaviour of CFRP reinforcement for torsional strengthening of solid and box-section RC beams
TL;DR: In this paper, the bond-behaviour of externally bonded CFRP was investigated in an overall investigation of torsional strengthening of solid and box-section reinforced concrete beams, and significant levels of debonding prior to failure by CFRP rupture were measured in experiments with photogrammetry.