Comparison of various models for strain‐softening
- 1 February 1988
- journal article
- Published by Emerald Publishing in Engineering Computations
- Vol. 5 (2), 141-150
- https://doi.org/10.1108/eb023732
Abstract
This paper presents a comparison of various models for strain-softening due to damage such as cracking or void growth, as proposed recently in the literature. Continuum-based models expressed in terms of softening stress—strain relations, and fracture-type models expressed in terms of softening stress—displacement relations are distinguished. From one-dimensional wave propagation calculations, it is shown that strain-localization into regions of finite size cannot be achieved. The previously well-documented spurious convergence is obtained with continuum models, while stress—displacement relations cannot model well smeared-crack situations. Continuum models may, however, be used in general if a localization limiter is implemented. Gradient-type localization limiters appear to be rather complicated; they require solving higher-order differential equations of equilibrium with additional bourdary conditions. Non-local localization limiters, especially the non-local continuum with local strain, in which only the energy dissipating variables are non-local, is found to be very effective, and also seems to be physically realistic. This formulation can correctly model the transition between homogeneous damage states and situations in which damage localizes into small regions that can be viewed as cracks. The size effect observed in the experimental and numerical response of specimens in tension or compression is shown to be a consequence of this progressive transition from continuum-type to fracture-type formulations.Keywords
This publication has 19 references indexed in Scilit:
- Multiaxial strain-softening of concreteMaterials and Structures, 1986
- Numerical modeling of discrete crack propagation in reinforced and plain concretePublished by Springer Nature ,1985
- Non‐orthogonal cracks in a smeared finite element modelEngineering Computations, 1985
- Deformation trapping due to thermoplastic instability in one-dimensional wave propagationJournal of the Mechanics and Physics of Solids, 1984
- Strain softening of rock, soil and concrete — a review articleMechanics of Materials, 1984
- A Taylor–Galerkin method for convective transport problemsInternational Journal for Numerical Methods in Engineering, 1984
- An analysis of ductile rupture in notched barsJournal of the Mechanics and Physics of Solids, 1984
- Finite element analysis of deformation of strain‐softening materialsInternational Journal for Numerical Methods in Engineering, 1981
- Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elementsCement and Concrete Research, 1976
- Linear theory of nonlocal elasticity and dispersion of plane wavesInternational Journal of Engineering Science, 1972