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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Measuring Crack Movement in Reinforced Concrete Using Digital Image Correlation: Overview and Application to Shear Slip Measurements
TL;DR: A technique that uses digital image correlation (DIC) to measure not only crack width but also crack slip is introduced and it is suggested that the technique can be used to measure crack movement in beams once the effects of curvature are accounted for.
Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls
TL;DR: Kolozvari et al. as mentioned in this paper developed a modeling approach that integrates flexure and shear interaction under cyclic loading conditions to obtain reliable predictions of inelastic responses of reinforced concrete (RC) structural walls.
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Force transfer mechanism and shear strength of reinforced concrete beams
TL;DR: In this paper, the authors presented an analytical model that accounts for the force transfer mechanism and shear strength of reinforced concrete (RC) beams, which can be characterized based on their load paths in the disturbed and the beam regions.
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Comparison of available shear strength models for non-conforming reinforced concrete columns
TL;DR: In this article, the authors investigated the available shear strength formulations for non-conforming reinforced concrete (RC) members with rectangular or circular cross-section, different aspect ratio (i.e., slender or squat) and shear or flexure-shear failure mode.
Journal ArticleDOI
Modeling of interior beam-column joints for nonlinear analysis of reinforced concrete frames
TL;DR: In this article, the impact of local joint deformations on the global frame response in a holistic analysis by implementing a joint model into a previously developed global frame analysis procedure was investigated.