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The paucity of experimental research and several incongruences in boundary conditions of actual sectional design procedures of empirical nature may raise doubts about the validity of the minimum value for the shear strength of reinforced concrete members in Eurocode 2 (EC‐2). Although a minimum reinforcement due to bending is supposed before shear strength checking, EC‐2 Commentary gives an explanation...
The mechanism governing shear strength in reinforced concrete members without transverse reinforcement subjected to both bending and tensile stress is complex. Further, formulas used to estimate shear failure are inconsistent with each other and do not fit well with experimental findings. This article highlights the differences between the results of experimental tests and the shear strength values...
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