International Journal for Numerical Methods in Engineering · 1995 · 105 citations · 15 references
EngineeringCivil EngineeringComputational EngineeringFinite Element AnalysisFinite Element MethodsStructural EngineeringDiscontinuity AnalysisFinite Element DiscretizationFinite Element FormulationFracture MechanicsMixed Finite Element MethodsStructural Finite Element AnalysisConcrete Fracture MechanicsDeformationElement FormulationEmbedded Discrete Fracture ModelingFinite Element Fracture AnalysisFinite Element Variational FormulationMixed ElementsMixed Variational Formulations
Abstract As an alternative to the smeared and discrete crack representations, an embedded representation of fracture for finite element analysis of concrete structures is presented. The three‐field Hu–Washizu variational statement is extended to bodies with internal discontinuities. The extended variational statement is then utilized for formulating elements with a discontinuous displacement field. The new elements are capable of modelling different deformation modes of an internal discontinuity at the element level. The satisfactory performance of the embedded crack representation is verified by several case studies on concrete fracture.
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