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I was trying to model the behavior of concrete for its possible crack propogation, i was planning to use smeared crack and cohesive zone models in ABAQUS. Do i need the experimental data to input...
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I have a very basic doubt regarding modeling Self Compacting Concrete in ABAQUS. Are the input paramters the same for Conventional Concrete and Self Compacting Concrete, if not suggest me how to...
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is it necessary to go for fracture for calculating stresses in a laminated plate or is there any other method available for calculating stresses without fracture using 3D Finite element analysis
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