Substructuring technique in nonlinear analysis of brick masonry subjected to concentrated load

DOI10.1016/0045-7949(87)90066-6zbMath0624.73083OpenAlexW2089514845MaRDI QIDQ3026469

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Publication date: 1987

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(87)90066-6

zbMATH Keywords

nonlinear finite element analysisplastic deformationisotropic continuumbrick masonrymulti-level substructuring techniqueelasto-plastic fracturein-plane concentrated loadsmesh grading schemenonlinear material characteristicsprogressive local cracking

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Brittle damage (74R05)

Related Items (1)

Mesoscopic modelling of masonry using weak and strong discontinuities

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