Micropolar multiphase model for materials reinforced by linear inclusions

DOI10.1016/S0997-7538(00)00181-9zbMath0989.74057OpenAlexW1965280490WikidataQ126782519 ScholiaQ126782519MaRDI QIDQ1579449

Patrick de Buhan, Bruno Sudret

Publication date: 14 September 2000

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0997-7538(00)00181-9

zbMATH Keywords

shear forceboundary conditionsanisotropyequilibrium equationsbending momentmatrix-inclusion interfacereinforcementlinear inclusionsvirtual work methodmicropolar mediummacroscale multiphase modelnon-perfect bondingone-dimensional beams

Mathematics Subject Classification ID

Effective constitutive equations in solid mechanics (74Q15) Composite and mixture properties (74E30) Random materials and composite materials (74A40)

Related Items (14)

A micromechanically based couple-stress model of an elastic orthotropic two-phase composite. ⋮ A Cosserat multiparticle model for periodically layered materials ⋮ A macroscopic model for materials reinforced by flexible membranes ⋮ A multiphase constitutive model of reinforced soils accounting for soil-inclusion interaction behaviour. ⋮ Multiphase model for inclusion-reinforced geostructures: Application to rock-bolted tunnels and piled raft foundations ⋮ Multiphase approach as a generalized homogenization procedure for modelling the macroscopic behaviour of soils reinforced by linear inclusions ⋮ A novel XFEM cohesive fracture framework for modeling nonlocal slip in randomly discrete fiber reinforced cementitious composites ⋮ Elastoplastic analysis of soil-structures strengthened by two-directional reinforcements using a multiphase approach ⋮ Multiphase continuum models for fiber-reinforced materials ⋮ An extension, flexural, and warping model of soil reinforced by used tire's portions related by linear inclusion ⋮ Stability analysis of membrane-reinforced curved earth retaining walls, using a multiphase approach ⋮ Seismic stability analysis of piled embankments: A multiphase approach ⋮ Numerical simulation of bolt-supported tunnels by means of a multiphase model conceived as an improved homogenization procedure ⋮ A two-phase model and related numerical tool for the design of soil structures reinforced by stiff linear inclusions

This page was built for publication: Micropolar multiphase model for materials reinforced by linear inclusions