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Micro-modeling of stack bond masonry in compression using a plasticity law

Autor
Drougkas, A.; Molins, C.; Roca, P.
Tipus d'activitat
Presentació treball a congrés
Nom de l'edició
XII International Conference on Computational Plasticity. Fundamentals and Applications
Any de l'edició
2013
Data de presentació
2013-09
Llibre d'actes
Computational Plasticity XII: Fundamentals and Applications. Proceedings of the XII International Conference on Computational Plasticity – Fundamentals and Applications Barcelona, Spain3 - 5 September 2013
Pàgina inicial
919
Pàgina final
928
Editor
CIMNE
Projecte finançador
Sensitivity of Urban Buildings to Tunnelling Induced Settlements
Repositori
http://hdl.handle.net/2117/21209 Obrir en finestra nova
Resum
A set of experimental tests to determine the compressive strength of masonry stack prisms has been numerically simulated using a combined plasticity-smeared crack constitutive law employed in three-dimensional analysis. Supported by an experimental campaign for the mechanical characterization of lime mortar masonry, a series of finite element analyses was performed in an attempt to assess the capacity of the model to reproduce the results obtained in terms of capacity, failure mode and global st...
Citació
Drougkas, A.; Molins, C.; Roca, P. Micro-modeling of stack bond masonry in compression using a plasticity law. A: International Conference on Computational Plasticity Fundamentals and Applications. "Computational Plasticity XII: Fundamentals and Applications". 2013 ed. Barcelona: CIMNE, 2013, p. 919-928.
Paraules clau
Compressive Strength, Masonry, Micro-modeling, Young’s Modulus
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

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