The strain softening behavior due to the development of damage is well known to produce unrealistic mesh sensitivity in standard finite element applications. In the present paper, a nonlocal continuum damage model is used to regularize the problem. The accuracy of the nonlocal finite element results is assessed introducing a nonlocal error estimator based on the “mechanical error” concept brought about by Ladevèze. To account for the dissipative nature of the problem, a time-step incremental error estimator is also proposed and comparatively tested. It is shown how the obtained information about the error distribution can be used for the accuracy assessment of different meshes. It is also shown how mesh refinement in the late stage of damag...
Ductile fracture presents challenges with respect to material modelling andnumerical simulations of ...
Nonlocal damage models are typically used to model failure of quasi-brittle materials. Due to brittl...
Abstract Damage models are often used in finite element simulations of concrete structures. Evaluati...
The strain softening behavior due to the development of damage is well known to produce unrealistic ...
AaaTRACT: In the usual local finite element analysis, strain softening causes spurious mesh sensitiv...
Modelling and simulation of manufacturing processes may require the capability to account for locali...
This paper deals with the adaptive finite element analysis of structural failure. A gradient-enhance...
The microstructure of a typical material contains a large number of microdefects which are small and...
The constitutive modelling of distributed damage evolution with strain-softening effects causes seri...
Progressive fracture in quasi-brittle materials is often treated via strain softening models in cont...
Ductile fracture presents challenges with respect to material modelling and numerical simulations of...
We present an efficient and reliable approach for the numerical modelling of failure with nonlocal d...
For the efficient use of solid materials in all kinds of constructive applications, a profound under...
Abstract-A local continuum damage theory and two distinct nonlocal variants are applied to model the...
The paper deals with a formulation for nonlocal (integral) continuum damage models where the ther-mo...
Ductile fracture presents challenges with respect to material modelling andnumerical simulations of ...
Nonlocal damage models are typically used to model failure of quasi-brittle materials. Due to brittl...
Abstract Damage models are often used in finite element simulations of concrete structures. Evaluati...
The strain softening behavior due to the development of damage is well known to produce unrealistic ...
AaaTRACT: In the usual local finite element analysis, strain softening causes spurious mesh sensitiv...
Modelling and simulation of manufacturing processes may require the capability to account for locali...
This paper deals with the adaptive finite element analysis of structural failure. A gradient-enhance...
The microstructure of a typical material contains a large number of microdefects which are small and...
The constitutive modelling of distributed damage evolution with strain-softening effects causes seri...
Progressive fracture in quasi-brittle materials is often treated via strain softening models in cont...
Ductile fracture presents challenges with respect to material modelling and numerical simulations of...
We present an efficient and reliable approach for the numerical modelling of failure with nonlocal d...
For the efficient use of solid materials in all kinds of constructive applications, a profound under...
Abstract-A local continuum damage theory and two distinct nonlocal variants are applied to model the...
The paper deals with a formulation for nonlocal (integral) continuum damage models where the ther-mo...
Ductile fracture presents challenges with respect to material modelling andnumerical simulations of ...
Nonlocal damage models are typically used to model failure of quasi-brittle materials. Due to brittl...
Abstract Damage models are often used in finite element simulations of concrete structures. Evaluati...