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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Shear behavior of prestressed precast beams made of self-compacting fiber reinforced concrete
Estefanía Cuenca,Pedro Serna +1 more
TL;DR: In this article, an experimental program consisting of nine prestressed I-beams of different flange dimensions was used to evaluate the shear behavior of concrete structures under different conditions: a combination of fibers with stirrups, the possible influence of flange width on shear strength and the interaction of the fibers with other important parameters such as flange length and longitudinal reinforcement.
Journal ArticleDOI
Cracking strut-and-tie model for shear strength evaluation of reinforced concrete deep beams
TL;DR: In this article, a cracking strut-and-tie model (CSTM) is developed to better predict the shear strength of a deep beam. And the results show that the predicted results are compared with existing test results and the predictions of existing STMs.
Dissertation
Shear and bond behaviour of reinforced fly ash-based geopolymer concrete beams
TL;DR: In this paper, the bond performance of fly ash-based geopolymer concrete and reinforcing bars in tensile splices in beams was investigated and a good correlation between test and analytical results were found.
Journal ArticleDOI
A generalised steel/reinforced concrete beam-column element model for fire conditions
TL;DR: In this paper, a generalised beam-column element is presented for three-dimensional composite structures at ambient and high temperatures, where the cross-section is divided into an appropriate number of segments to represent non-uniform temperature profiles, variations of constitutive relationships and thermal strains across the section.
Journal ArticleDOI
Nonlinear finite - element analysis of rc shear panels and walls
TL;DR: In this article, the effect of orthotropic model parameters on the monotonic load-displacement relation of shear panels and walls under different stress states is evaluated by correlation studies with available experimental data.