Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations

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Modifications of RHT material model for improved numerical simulation of dynamic response of concrete (2010, methodology): “In a recent review study of concrete material model s by the authors [15], several issues were identified with regard to the modeling capability o f the RHT model in describing the concrete behaviour under certain stress conditions, and reco mmendations have been given as to how the model parameter ”
Numerical simulation of ultra high performance fibre reinforced concrete panel subjected to blast loading (2014, background): “Similar failure mode was observed by Tu and Lu [19], where the response of a normal strength concrete panel subjected to blast loading was simulated with MAT72 and RHT models and the results indicated that multiple cracks existed in the slab after the blast loading.”
3D mesoscale finite element modelling of concrete (2017, unknown): “The material model has been tested extensively and is found to be a suitable candidate for quasi-static as well as dynamic applications of concretelike materials [36].”
Effect of the plastic hinge and boundary conditions on the impact behavior of reinforced concrete beams (2017, methodology): “Some of these available models have been adopted to simulate concrete against impact loads and their verification has been confirmed by previous studies [17, 23-25].”