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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Design of non-flexural members for shear
TL;DR: In this paper, a strut and tie model is used to describe the observed mechanics of non-flexural behaviour including a local model to assess splitting forces which develop in the concrete struts.
Journal ArticleDOI
Torsional behavior of T- shaped reinforced concrete beams with large web openings
TL;DR: In this paper, the authors present the results of an experimental investigation on the behavior of T-shaped RC beams with rectangular web opening under pure torsion, and the results highlight several key aspects to provide a set of recommendations for such beams.
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Inelastic behaviour of tubular column-to-flat slab connections
TL;DR: In this paper, a ductile shearhead for connecting reinforced concrete flat slabs to internal tubular steel columns is proposed, in which a gap is left around the column to enable the shear head to yield in shear prior to the slab failing in punching shear.
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Dynamic and probabilistic seismic performance assessment of precast prestressed reinforced concrete frames incorporating slab influence through three-dimensional spatial model
Punching strength of continuous flat slabs
TL;DR: In this paper, an axisymmetric model was introduced to analyze the influence of compressive membrane forces on the punching strength of reinforced concrete slabs. But the results of the experiments were only limited to isolated symmetric punching specimens.