Modeling of reinforced masonry elements
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Publication:5939437
DOI10.1016/S0020-7683(00)00297-3zbMath0995.74012OpenAlexW2024952385MaRDI QIDQ5939437
Publication date: 21 October 2002
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0020-7683(00)00297-3
micromechanicsplasticitydelaminationprogressive damagearc-length methodbackward-Euler integrationbending responsebrittle failurehomogenization procedureone-dimensional reinforced masonry
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Related Items (5)
Kinematic FE limit analysis homogenization model for masonry walls reinforced with continuous FRP grids ⋮ Stress Analysis of Reinforced Masonry Arches ⋮ A coupled interface-body nonlocal damage model for FRP strengthening detachment ⋮ Multiscale damage contact-friction model for periodic masonry walls ⋮ Masonry walls strengthened with composite materials - dynamic out-of-plane behavior
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