Shear Strength of Members without Transverse Reinforcement as Function of Critical Shear Crack Width
By A. Muttoni, M. Fernández Ruiz. 2008
446 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/eaf58ce3d7370786019380d1906a414a51699f74
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams subjected to point or distributed loads (2014, result): “The global comparison and the comparison with selected series of tests shows that empirical formulations (EC-2, ACI 318-08) present larger scatter and may neglect some important parameters, as was already commented by Muttoni and Fernández-Ruiz [46].”
- Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results (2015, background): “The main conclusions of this investigation are listed below: 1.”