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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Biaxial reinforced concrete constitutive models for implicit and explicit solvers with reduced mesh sensitivity
TL;DR: In this paper, a new set of constitutive models named TsingHua University Concrete 2D (THUC2) is developed for use in ABAQUS, which is based on the decoupling assumption and the fixed-angle crack assumption to consider the pinching effect, confinement, strength degradation, and shear softening of concrete.
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Numerical modeling of the cracking behavior of RC and SFRC shear-critical beams
TL;DR: In this paper, a consistent formulation for the representation of concrete behavior before and after cracking is implemented into a constitutive model for the analysis of reinforced concrete structures, based on non-linear elasticity.
Zum Querkraftwiderstand von Stahl- und Spannbetonträgern mit dünnen Stegen
TL;DR: In this paper, a physical model for the shear behavior of reinforced and prestressed concrete girders is developed for the effect of the presence of a post-tensioning cable.
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Experimental study on shear deformation of reinforced concrete beams using digital image correlation
TL;DR: In this article, the authors presented an experimental program aimed at providing reliable and comprehensive experimental data for assessing the available models of predicting the shear deformation of diagonally-cracked reinforced concrete (RC) beams.