A multiscale model for reinforced concrete with macroscopic variation of reinforcement slip

DOI10.1007/s00466-018-1588-3zbMath1468.74011OpenAlexW2807886629WikidataQ106129182 ScholiaQ106129182MaRDI QIDQ670330

Kenneth Runesson, Adam Sciegaj, Fredrik Larsson, Filip Nilenius, Karin Lundgren

Publication date: 18 March 2019

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00466-018-1588-3

zbMATH Keywords

finite element methodcrackingbond-slipeffective solidmultiscale computational homogenisation

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Effective constitutive equations in solid mechanics (74Q15) Composite and mixture properties (74E30)

Related Items (1)

Direct \(\mathrm{FE}^2\) for concurrent multilevel modeling of heterogeneous thin plate structures

Uses Software

• OOFEM

Cites Work

• Multiscale failure modeling of concrete: micromechanical modeling, discontinuous homogenization and parallel computations
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• Multiscale modeling of concrete. From mesoscale to macroscale
• The extended/generalized finite element method: An overview of the method and its applications
• Modelling of reinforced-concrete structures providing crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure
• Coarse-graining of multiscale crack propagation
• Computational mechanics of the steel-concrete interface
• 3D modelling of strong discontinuities in elastoplastic solids: fixed and rotating localization formulations
• Variationally consistent computational homogenization of transient heat flow
• An approach to micro-macro modeling of heterogeneous materials

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