A constitutive model for concrete based on continuum theory with non-local softening coupled with eXtended Finite Element Method
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CRC Press
Reference1 articles.
1. A consistent partly cracked XFEM element for cohesive crack growth
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3. A coupled constitutive model for fracture in plain concrete based on continuum theory with non-local softening and eXtended Finite Element Method;Finite Elements in Analysis and Design;2016-07
4. 3D modelling of reinforced concrete slab with yielding supports subject to impact load;European Journal of Environmental and Civil Engineering;2016-06-29
5. Comparison of continuous and discontinuous constitutive models to simulate concrete behaviour under mixed-mode failure conditions;International Journal for Numerical and Analytical Methods in Geomechanics;2015-07-17
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