Search results for "Poromechanics"

showing 10 items of 11 documents

2018

This study aims to identify the histological basis for the extraordinary, fast movement of the style in Marantaceae. Although this explosive pollination mechanism was subject of many studies, quantitative measurements to document volumetric changes have never been conducted. Based on physical parameters and limitations (poroelastic time), the movement itself is by far too fast to be explained by turgor changes solely. Therefore, we address the hypothesis that the style contains elastic structures to store energy allowing the fast movement. We provide an experimental approach in Goeppertia bachemiana to identify histological differences of styles in various states, i.e., steady, unreleased, …

0301 basic medicinebiologyMovement (music)GoeppertiaMarantaceaeTurgor pressurePoromechanicsElastic energyPlant ScienceMechanicsbiology.organism_classificationStyle (sociolinguistics)Curling03 medical and health sciences030104 developmental biologyFrontiers in Plant Science
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One-dimensional compression and consolidation of shales

2016

This paper presents a comprehensive methodology for analysing the compression and consolidation behaviour of shales. An apparatus was designed to perform oedometric high-pressure tests by applying a maximum vertical total stress of 100 MPa and simultaneously controlling the pore water pressure of the specimen. An analytical method was formulated to analyse the shale consolidation behaviour, which allows information to be gathered on the coefficient of consolidation, stiffness, poroelastic properties, secondary compression and permeability of the tested material as a function of the applied stress conditions. Results obtained on Opalinus Clay shale using the developed methodology are present…

1D compressionPetroleum engineeringConsolidation (soil)Poromechanics0211 other engineering and technologiesStiffness02 engineering and technology010502 geochemistry & geophysicsShaleGeotechnical Engineering and Engineering Geology01 natural sciencesPore water pressurePermeability (earth sciences)medicineShalesGeotechnical engineeringStress conditionsmedicine.symptomOpalinus ClayOil shaleGeologyConsolidation021101 geological & geomatics engineering0105 earth and related environmental sciences
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Fractional-order poromechanics for a fully saturated biological tissue: Biomechanics of meniscus

2023

Biomechanics of biological fibrous tissues as the meniscus are strongly influenced by past histories of strains involving the so-called material hereditariness. In this paper, a three-axial model of linear hereditariness that makes use of fractional-order calculus is used to describe the constitutive behavior of the tissue. Fluid flow across meniscus' pores is modeled in this paper with Darcy relation yielding a novel model of fractional-order poromechanics, describing the evolution of the diffusion phenomenon in the meniscus. A numerical application involving an 1D confined compression test is reported to show the effect of the material hereditariness on the pressure drop evolution.

Applied MathematicsPoromechanicMODELSfractional-order hereditarinessBiomedical EngineeringporomechanicsRELAXATIONfractional calculusCALCULUSDIFFUSIONpore pressureComputational Theory and MathematicsmeniscusModeling and SimulationHEREDITARINESSmeniscuSettore ICAR/08 - Scienza Delle CostruzioniMolecular BiologyLAWSoftware
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A fractional order theory of poroelasticity

2019

Abstract We introduce a time memory formalism in the flux-pressure constitutive relation, ruling the fluid diffusion phenomenon occurring in several classes of porous media. The resulting flux-pressure law is adopted into the Biot’s formulation of the poroelasticity problem. The time memory formalism, useful to capture non-Darcy behavior, is modeled by the Caputo’s fractional derivative. We show that the time-evolution of both the degree of settlement and the pressure field is strongly influenced by the order of Caputo’s fractional derivative. Also a numerical experiment aiming at simulating the confined compression test poroelasticity problem of a sand sample is performed. In such a case, …

Constitutive equationPoromechanics02 engineering and technology01 natural sciencesPressure fieldDarcy–Weisbach equationPhysics::Geophysics010305 fluids & plasmas0203 mechanical engineeringFractional operators0103 physical sciencesCaputo's fractional derivative; Fractional operators; PoroelasticityApplied mathematicsGeneral Materials ScienceCaputo's fractional derivative Fractional operators PoroelasticityCaputo's fractional derivativeCivil and Structural EngineeringMathematicsOrder theoryBiot numberMechanical EngineeringPoroelasticityCondensed Matter PhysicsFractional calculus020303 mechanical engineering & transportsMechanics of MaterialsFractional operatorSettore ICAR/08 - Scienza Delle CostruzioniPorous medium
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Guaranteed and computable error bounds for approximations constructed by an iterative decoupling of the Biot problem

2021

The paper is concerned with guaranteed a posteriori error estimates for a class of evolutionary problems related to poroelastic media governed by the quasi-static linear Biot equations. The system is decoupled by employing the fixed-stress split scheme, which leads to an iteratively solved semi-discrete system. The error bounds are derived by combining a posteriori estimates for contractive mappings with functional type error control for elliptic partial differential equations. The estimates are applicable to any approximation in the admissible functional space and are independent of the discretization method. They are fully computable, do not contain mesh-dependent constants, and provide r…

DiscretizationPoromechanics010103 numerical & computational mathematicsContraction mappings01 natural sciencesFOS: MathematicsDecoupling (probability)Applied mathematicsMathematics - Numerical Analysis0101 mathematicsvirheanalyysiMathematicsa posteriori error estimatesosittaisdifferentiaaliyhtälötA posteriori error estimatesfixed-stress split iterative schemeBiot numberNumerical Analysis (math.NA)Biot problem010101 applied mathematicsComputational MathematicsBiot problem; Fixed-stress split iterative scheme; A posteriori error estimates; Contraction mappingsComputational Theory and MathematicsElliptic partial differential equationModeling and SimulationNorm (mathematics)contraction mappingsA priori and a posterioriFixed-stress split iterative schemenumeerinen analyysiapproksimointiError detection and correction
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Poroelastic metamaterials with negative effective static compressibility

2017

We suggest a three-dimensional metamaterial structure exhibiting an isotropic expansion in response to an increased hydrostatic pressure imposed by a surrounding gas or liquid. We show that this behavior corresponds to a negative absolute (rather than only differential) effective compressibility under truly static and stable conditions. The poroelastic metamaterial is composed of only a single ordinary constituent solid. By detailed numerical parameter studies, we find that a pressure increase of merely one bar can lead to a relative increase in the effective volume exceeding one percent for geometrical structure parameters that should be accessible to fabrication by 3D printing.

FabricationMaterials sciencePhysics and Astronomy (miscellaneous)Hydrostatic pressurePoromechanicsIsotropyMetamaterial02 engineering and technologyMechanics021001 nanoscience & nanotechnology01 natural sciences0103 physical sciencesPressure increaseCompressibility010306 general physics0210 nano-technologyBar (unit)Applied Physics Letters
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Three-dimensional poroelastic metamaterials with extremely negative or positive effective static volume compressibility

2018

Abstract Recently, three-dimensional poroelastic metamaterials have been introduced that show an unusual isotropic increase of their effective volume when increasing the hydrostatic pressure of the surrounding air. This behavior corresponds to a negative effective static volume compressibility. Here, we present significantly simplified metamaterial architectures, which are composed of just one rather than eight hollow sealed functional elements within each cubic unit cell. On cubic symmetry microstructured polymer samples made by 3D laser printing, we measure a negative effective compressibility of about κ eff = − 4 . 7 % ∕ bar under pressure control. This value is six times larger than pre…

Materials scienceCondensed matter physicsMechanical EngineeringPoromechanicsHydrostatic pressureIsotropyMetamaterialBioengineering02 engineering and technology021001 nanoscience & nanotechnology01 natural sciencesSymmetry (physics)Volume (thermodynamics)Mechanics of Materials0103 physical sciencesCompressibilityChemical Engineering (miscellaneous)010306 general physics0210 nano-technologyEngineering (miscellaneous)Bar (unit)Extreme Mechanics Letters
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Simulations of single-fluid flow in porous media

1998

Several results of lattice-gas and lattice-Boltzmann simulations of single-fluid flow in 2D and 3D porous media are discussed. Simulation results for the tortuosity, effective porosity and permeability of a 2D random porous medium are reported. A modified Kozeny–Carman law is suggested, which includes the concept of effective porosity. This law is found to fit well the simulated 2D permeabilities. The results for fluid flow through large 3D random fibre webs are also presented. The simulated permeabilities of these webs are found to be in good agreement with experimental data. The simulations also confirm that, for this kind of materials, permeability depends exponentially on porosity over…

Materials sciencePoromechanicsGeneral Physics and AstronomyStatistical and Nonlinear Physicsporous mediumMechanicsTortuosityEffective porosityComputer Science ApplicationsPermeability (earth sciences)effective porosityComputational Theory and MathematicsFluid dynamicsNuclear magnetic resonance in porous mediapermeabilitytortuosityPorosityPorous mediumMathematical PhysicsInternational Journal of Modern Physics C
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Mixed and Nitsche's discretizations of frictional contact-mechanics in fractured porous media

2023

This work deals with the discretization of single-phase Darcy flows in fractured and deformable porous media, including frictional contact at the matrix-fracture interfaces. Fractures are described as a network of planar surfaces leading to so-called mixed dimensional models. Small displacements and a linear poro-elastic behavior are considered in the matrix. One key difficulty to simulate such coupled poro-mechanical models is related to the formulation and discretization of the contact mechanical sub-problem. Our starting point is based on the mixed formulation using facewise constant Lagrange multipliers along the fractures representing normal and tangential stresses. This is a natural c…

Nitsche's methodContact mechanicsCoulomb frictionStabilized mixed methodPoromechanicsDiscrete Fracture Matrix model[MATH] Mathematics [math]
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1D Compression Behaviour of Opalinus Clay

2017

One of the main concerns related to tunnel excavations, drilling operations and wellbore stability in shales is the generation of excess pore water pressure due to changes in mechanical stress; therefore the consolidation of shales is a fundamental process that must be considered. This paper presents a compre- hensive methodology for analysing the compression and consolidation behaviour of shales. An apparatus to perform high-pressure oedometric tests is presented and an analytical method is introduced to analyse the shale consolidation behaviour, which allows information to be gathered on the coeffi cient of consolidation, stiffness, poroelastic properties, and permeability of the tested m…

Settore ICAR/07 - GeotecnicaConsolidation (soil)PoromechanicsDrillingStiffnessSoilPermeability (earth sciences)Void ratioPore water pressureShalesmedicineLaboratory TestingGeotechnical engineeringmedicine.symptomOpalinus ClayOil shaleGeology
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