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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Determination of inclination of strut and shear strength using variable angle truss model for shear-critical RC beams
Bing Li,Cao Thanh Ngoc Tran +1 more
TL;DR: In this paper, the inclination of the compression strut within variable angle truss models for RC beams loaded in shear-flexure through a semi-analytical approach is determined using virtual work under the truss analogy.
Assessment of concrete bridges: models and tests for refined capacity estimates
TL;DR: In this article, a full-scale test of a 55 year-old post-tensioned girder bridge in Kiruna, Sweden, focusing on failure loading of the main girders, failure loading on the slab, and two strengthening systems using carbon fiber reinforced polymers (CFRP) was conducted in Dublin, Ireland, in 2012.
Journal ArticleDOI
Overlapping Lattice Modeling for concrete fracture simulations using sequentially linear analysis
TL;DR: Simulation results for several reinforced concrete (RC) and un‐RC tests demonstrate the ability to estimate crack propagation directions and widths accurately, with the proposed modeling approach also offering a rather simple and intuitive approach.
Influence de la précontrainte sur la résistance au poinçonnement de dalles en béton armé
TL;DR: In this article, Molinari et al. proposed a critical shear crack theory for the construction of reinforced concrete reinforced concrete (RCC) bridges, which is based on the idea of the fissure critique.
Journal ArticleDOI
Behaviour of reinforced self-consolidating concrete frames
Aly Said,Moncef L. Nehdi +1 more
TL;DR: In this article, full-scale 3 m high beam-column joints reinforced as per the Canadian Standards CSA A23·3-94 and ACI-352R-02 were tested under reversed cyclic loading applied at the beam tip and at a constant axial load applied on the column.