Adaptive mesh reorientation for concrete fracture analysis using cohesive zone models with interface elements
Open Access
- 9 November 2026
- journal article
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 464
Abstract
No abstract availableFunding Information
- Deutsche Forschungsgemeinschaft
This publication has 58 references indexed in Scilit:
- Optimal penalty stiffness values of concurrent 2D elastic interface elements leading to accurate stress tractionsInternational Journal for Numerical Methods in Engineering, 2014
- Three-dimensional brittle fracture: configurational-force-driven crack propagationInternational Journal for Numerical Methods in Engineering, 2013
- Finite strain fracture of plates and shells with configurational forces and edge rotationsInternational Journal for Numerical Methods in Engineering, 2013
- A cohesive element model for mixed mode loading with frictional contact capabilityInternational Journal for Numerical Methods in Engineering, 2012
- Adaptive dynamic cohesive fracture simulation using nodal perturbation and edge‐swap operatorsInternational Journal for Numerical Methods in Engineering, 2010
- Extrinsic cohesive modelling of dynamic fracture and microbranching instability in brittle materialsInternational Journal for Numerical Methods in Engineering, 2007
- A robust algorithm for configurational‐force‐driven brittle crack propagation with R‐adaptive mesh alignmentInternational Journal for Numerical Methods in Engineering, 2007
- On the numerical implementation of variational arbitrary Lagrangian–Eulerian (VALE) formulationsInternational Journal for Numerical Methods in Engineering, 2006
- On inter-element forces in the FEM-displacement formulation, and implications for stress recoveryInternational Journal for Numerical Methods in Engineering, 2005
- Micromechanical analysis of quasi‐brittle materials using fracture‐based interface elementsInternational Journal for Numerical Methods in Engineering, 2001