A macroscopic model for materials reinforced by flexible membranes

DOI10.1016/j.mechrescom.2008.02.009zbMath1258.74175OpenAlexW2012498701MaRDI QIDQ1939789

Wiem Ben Hassine, Hedi Hassis, Patrick de Buhan

Publication date: 5 March 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mechrescom.2008.02.009

zbMATH Keywords

homogenizationboundary effectsscale effectsmultiphase modelmacroscopic modelmembrane-reinforced materials

Mathematics Subject Classification ID

Effective constitutive equations in solid mechanics (74Q15) Composite and mixture properties (74E30)

Related Items (4)

Multiphase approach as a generalized homogenization procedure for modelling the macroscopic behaviour of soils reinforced by linear inclusions ⋮ Elastoplastic analysis of soil-structures strengthened by two-directional reinforcements using a multiphase approach ⋮ Multiphase continuum models for fiber-reinforced materials ⋮ Stability analysis of membrane-reinforced curved earth retaining walls, using a multiphase approach

Cites Work

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• Non-homogeneous media and vibration theory
• A multiphase constitutive model of reinforced soils accounting for soil-inclusion interaction behaviour.
• Micropolar multiphase model for materials reinforced by linear inclusions
• Scale effects on the elastic behavior of periodic and hierarchical two-dimensional composites
• A two-phase model and related numerical tool for the design of soil structures reinforced by stiff linear inclusions
• Multiphase model for inclusion-reinforced geostructures: Application to rock-bolted tunnels and piled raft foundations
• Elastoplastic multiphase model for simulating the response of piled raft foundations subject to combined loadings

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