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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Nonlinear Analysis of RC Members Using Plasticity with Multiple Failure Criteria
Hong-gun Park,R. E. Klingner +1 more
TL;DR: In this article, a unified approach combining plasticity theory and damage models was proposed for reinforced concrete, which addressed strength enhancement under multiaxial compression, and tensile cracking damage.
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Shear tests on continuous prestressed concrete beams with external prestressing
Martin Herbrand,Martin Classen +1 more
TL;DR: In this article, the authors describe the results of experimental investigations into how additional external prestressing influences the shear capacity of continuous prestressed concrete beams, and the aim of the project was to determine the effect of external pre-tensioning on existing bridges, and whether current design approaches lead to conservative results when used for recalculating existing bridge structures.
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Optimization of existing equations using a new Genetic Programming algorithm
TL;DR: A method based on Genetic Programming to improve previously known empirical equations is presented and shows a marked improvement using this methodology in relation to the classic GP and international code procedures.
Journal ArticleDOI
Seismic Behavior of Corroded RC Bridges: Review and Research Gaps
TL;DR: In this paper, a review summarizes the state of the art by presenting a brief description of chloride-induced corrosion, its main characteristics and influencing factors, a summary of experimental published data, and existing corrosion-induced deterioration models together with numerical and experimental methods used to evaluate corroded reinforced concrete bridge pier.
Journal ArticleDOI
Modeling of shear behavior of reinforced concrete beams strengthened with FRP
TL;DR: In this article, an analytical model for the response behavior of reinforced concrete beams strengthened in shear with FRP is presented, based on the Modified Compression Field Theory and can reproduce the whole load-displacement curve.