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Discretization Influence on Regularization by Two Localization Limiters
Publisher: American Society of Civil Engineers
Abstract: In materials with a strain‐softening characteristic behavior, classical continuum mechanics favors uncontrolled strain localization in numerical analyses. Several methods have been proposed to regularize the problem. Two ...
Steel‐Concrete Bond Analysis with Nonlocal Continuous Damage
Publisher: American Society of Civil Engineers
Abstract: This paper deals with the application of continuum damage mechanics to the description of the response of reinforced concrete members. Two simplifying assumptions are made: (1) The constitutive law of concrete is the ...
A Hierarchical Model for the Computation of Permeation Properties of Porous Materials and Their Enhancement due to Microcracks
Publisher: American Society of Civil Engineers
Abstract: This paper presents a model capable of providing estimates of the apparent permeability directly from the pore-size distribution and from the properties of the fluid to be considered. The model is based on a hierarchical ...
Nonlocal Continuum Damage, Localization Instability and Convergence
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A recent nonlocal damage formulation, in which the spatially averaged quantity was the energy dissipated due to strain-softening, is extended to a more general form in which the strain remains ...
Error Indicator to Assess Quality of Finite-Element Frame Analyses
Publisher: American Society of Civil Engineers
Abstract: The purpose of this article is to describe a tool developed in order to equip a finite-element software based on nonlinear beam analysis with an error indicator aimed at measuring discretization errors. The technique is ...
Avalanche Statistics of Interface Crack Propagation in Fiber Bundle Model: Characterization of Cohesive Crack
Publisher: American Society of Civil Engineers
Abstract: This paper considers a model of crack propagation taking place at the interface between a rigid support and an elastic plate. The interface is modeled using a fiber bundle model (i.e., describing a damage behavior using a ...
Nonlocal Damage Theory
Publisher: American Society of Civil Engineers
Abstract: In the usual local finite element analysis, strain softening causes spurious mesh sensitivity and incorrect convergence when the element is refined to vanishing size. In a previous continuum formulation, these incorrect ...
Measurement of Characteristic Length of Nonlocal Continuum
Publisher: American Society of Civil Engineers
Abstract: The characteristic length of a heterogeneous brittle material such as concrete represents a material property that governs the minimum possible width of a zone of strain‐softening damage in nonlocal continuum formulations ...
Permeability due to the Increase of Damage in Concrete: From Diffuse to Localized Damage Distributions
Publisher: American Society of Civil Engineers
Abstract: Experimental tests exhibit a strong interaction between material damage and transport properties of concrete. There are at least two asymptotic cases where some theoretical modeling exists: in the case of diffuse cracking, ...
Model-Based Simulation of Durability of Materials and Structures
Publisher: American Society of Civil Engineers