Masonry-like material with bounded shear stress
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Publication:1797665
DOI10.1016/j.euromechsol.2018.05.001zbMath1406.74104OpenAlexW2807152782WikidataQ129741909 ScholiaQ129741909MaRDI QIDQ1797665
Massimiliano Lucchesi, Barbara Pintucchi, Nicola Zani
Publication date: 22 October 2018
Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.euromechsol.2018.05.001
Nonlinear elasticity (74B20) Finite element methods applied to problems in solid mechanics (74S05) Stress (74A10)
Related Items (4)
An isogeometric collocation method for the static limit analysis of masonry domes under their self-weight ⋮ A new numerical approach for determining optimal thrust curves of masonry arches ⋮ A finite difference method for the static limit analysis of masonry domes under seismic loads ⋮ Minimum thrust and minimum thickness of spherical masonry domes: a semi-analytical approach
Uses Software
Cites Work
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- Masonry constructions: Mechanical models and numerical applications
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- A simple model for performing nonlinear static and dynamic analyses of unreinforced and FRP-strengthened masonry arches
- Shear behaviour of masonry panel: parametric FE analyses
- Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
- Towards a multiscale analysis of periodic masonry brickwork: A FEM algorithm with damage and friction
- An energetic view on the limit analysis of normal bodies
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