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Characteristics of Fluid-Solid Interaction Constitutive Models Within Poroelastodynamics at Higher Strain-Rates and Large Deformations Implemented in 1D

delete2026-05-27
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PRE
AI
Z
Zachariah Irwin *
J
John D. Clayton
R
Richard A. Regueiro
DOI:10.1002/nme.70347delete
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Abstract

Abstract

En 中文
The large deformation, mixed formulation, finite element (FE) modeling approach presented in Irwin et al. 2024 is extended herein to include improved constitutive models for representing dynamic solid-fluid interactions at higher strain rates ( 𝒪 ( 1 0 2 − 1 0 3 ) s − 1 ) and larger overpressure magnitudes ( 𝒪 ( 1 0 2 ) kPa ) within a biphasic soft porous material using Theory of Porous Media (TPM) at finite strain. Specifically, these constitutive modeling improvements are the following: (i) a more physically robust constitutive model for pore fluid seepage velocity via inclusion of pore fluid viscous stress, and (ii) a modified deformation-dependent-permeability model and updated hyperelastic constitutive model better suited for handling larger volumetric compressions and extensions. The novelty of the present work is mainly the contribution (i): inclusion of pore fluid viscous stress at higher strain-rate and large deformations, which requires C 1 $$ {C}^1 $$ continuity in the weak formulation, accomplished by employing Hermite cubic interpolation functions within a mixed nonlinear poromechanical finite element formulation. In (ii), the model is updated to weakly enforce solid phase incompressibility, such that this assumption is not violated numerically, which provides improved numerical stability for achieving larger overpressure magnitudes on 𝒪 ( 1 0 2 ) kPa, which were not achievable with the previous Kozeny–Carman model in Irwin et al. 2024. Also in (ii), the volumetric part of the solid skeleton free energy function is modified to ensure proper bounds on the solid skeleton Jacobian of deformation J s $$ {J}_{\mathrm{s}} $$ related to incompressibility of the solid phase. Uniaxial strain, unidirectional flow examples at higher strain rates ( 𝒪 ( 1 0 2 − 1 0 3 ) s − 1 ) and larger deformations (up to 0.2 (or 20%) nominal axial strain) demonstrate the improved physical representation—and numerical stability—of these constitutive model improvements.
Keywords:
dynamic shock loading
finite element method
large deformations
soft porous materials
theory of porous media
viscous fluid

Journal

International Journal for Numerical Methods in Engineering cover
International Journal for Numerical Methods in Engineering
IF:
2.9
Papers:
419
Citations:
2.2W

Organization

A
army research laboratory
Scholars:
86
Papers: 50
Citations: 0
U
university of colorado boulder
Scholars:
1.9W
Papers: 1.5W
Citations: 33
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