Nonlinear static analysis of masonry structures with mortar joints and cracking units by optimization‐based rigid block models

A rigid block model with elasto‐plastic softening interfaces is developed for nonlinear static analysis of masonry structures subject to monotonic loading. Cracking, crushing, and shear failures are taken into account at interfaces, following a simple micro‐modeling approach. An optimization‐based f...

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Vydáno v:	Earthquake engineering & structural dynamics Ročník 53; číslo 13; s. 3963 - 3982
Hlavní autoři:	Portioli, Francesco P. A., Lourenço, Paulo B.
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Bognor Regis Wiley Subscription Services, Inc 25.10.2024
Témata:	Arches cohesive strength cracking units Equilibrium conditions Failure mechanisms incremental solution procedure Interfaces Masonry Modelling mortar joints Mortars (material) non‐linear static analysis Optimization optimization‐based formulation Prisms rigid block modeling Rigid blocks Shear Shear tests Shear walls Softening softening behavior Tensile strength
ISSN:	0098-8847, 1096-9845
On-line přístup:	Získat plný text
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