Cohesive‐zone models, higher‐order continuum theories and reliability methods for computational failure analysis
- 21 April 2004
- journal article
- research article
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 60 (1), 289-315
- https://doi.org/10.1002/nme.963
Abstract
No abstract availableKeywords
This publication has 59 references indexed in Scilit:
- A cohesive segments method for the simulation of crack growthComputational Mechanics, 2003
- Simulating the propagation of displacement discontinuities in a regularized strain‐softening mediumInternational Journal for Numerical Methods in Engineering, 2001
- Adaptivity in computational mechanics of concrete structuresInternational Journal for Numerical and Analytical Methods in Geomechanics, 2001
- Some observations on embedded discontinuity modelsEngineering Computations, 2001
- Mechanics of materials: top-down approaches to fractureActa Materialia, 2000
- Elastic crack growth in finite elements with minimal remeshingInternational Journal for Numerical Methods in Engineering, 1999
- THE PARTITION OF UNITY METHODInternational Journal for Numerical Methods in Engineering, 1997
- SOME NOVEL DEVELOPMENTS IN FINITE ELEMENT PROCEDURES FOR GRADIENT-DEPENDENT PLASTICITYInternational Journal for Numerical Methods in Engineering, 1996
- A plasticity model and algorithm for mode‐I cracking in concreteInternational Journal for Numerical Methods in Engineering, 1995
- On error estimates and adaptivity in elastoplastic solids: Applications to the numerical simulation of strain localization in classical and Cosserat continuaInternational Journal for Numerical Methods in Engineering, 1994