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Comparing Two Algorithms to Add Large Strains to Small-Strain FE Code
Publisher: American Society of Civil Engineers
Abstract: Two algorithms for the stress update (i.e., time integration of the constitutive equation) in large-strain solid mechanics are discussed, with particular emphasis on two issues: (1) The incremental objectivity; and (2) the ...
Accuracy of Two Stress Update Algorithms for Shear-Free Large Deformation Paths
Publisher: American Society of Civil Engineers
Abstract: The behavior of two stress update algorithms for shear-free large deformation paths is analyzed. The first algorithm has a truncation error of order 1. The second algorithm has a truncation error of order 2. As a consequence, ...
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 ...
Dimensionless Analysis of HSDM and Application to Simulation of Breakthrough Curves of Highly Adsorbent Porous Media
Publisher: American Society of Civil Engineers
Abstract: The homogeneous surface diffusion model (HSDM) is widely used for adsorption modeling of aqueous solutions. The Biot number is usually used to characterize model behavior. However, some limitations of this characterization ...
Elliptic Harbor Wave Model with Perfectly Matched Layer and Exterior Bathymetry Effects
Publisher: American Society of Civil Engineers
Permeability and Compressibility of Slurries from Seepage‐Induced Consolidation
Publisher: American Society of Civil Engineers
Abstract: A one‐dimensional mathematical model based on finitestrain theory is developed to solve the problem of seepage‐induced consolidation in sedimented slurries or very soft clays. The direct solution employs known or assumed ...
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