Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements

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Critical shear displacement theory: on the way to extending the scope of shear design and assessment for members without shear reinforcement (2016, methodology): “The recent fib Model Code 2010 [3] introduced the simplified modified compressive field theory [5].”
Shear strength of concrete members without transverse reinforcement: A mechanical approach to consistently account for size and strain effects (2015, background): “On the contrary, aggregate interlocking can be considered as the 38 governing shear transfer action explaining shear strength according to the compression field theory 39 and its derivatives [5,6].”