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Simulación numérica del estado último de estructuras de concreto sometidas a temperaturas elevadasNumerical simulation of concretes failure behaviour under hight temperature rate
(Asociación Sudamericana de Ingenieros Estructurales, 2014)
El uso del concreto como material estructural en las obras civiles, requiere de un profundo conocimiento
de sus características mecánicas y constitutivas, especialmente de su comportamiento ante situaciones de
riesgo ...
A non-isothermal consolidation model for gradient-based poroplasticity
(Asociación Argentina de Mecánica Computacional, 2015-04)
In this work, the thermodynamically consistent non-local model for concretes
subjected to high temperatures originally proposed by Ripani, et al (2014) [1] is extended,
in order to evaluate the failure behavior of partially ...
Constitutive formulation, localization and failure analysis of porous materials like concrete subjected to high temperatura
(International Amusement Manufacturing Company, 2014)
In this work, a thermodynamically consistent non-local poroplastic constitutive theoryfor quasi-brittle materials like concrete subjected to high temperature is presented [1].
Thereby, gradient poroplasticity and fracture ...