Prethodno priopćenje
https://doi.org/10.14256/JCE.2272.2017
Elastoplastic constitutive model for granular soil based on hyperbolic failure surface
Dragan Rakić
Miroslav Živković
Puni tekst: hrvatski pdf 675 Kb
str. 115-125
preuzimanja: 372
citiraj
APA 6th Edition
Rakić, D. i Živković, M. (2020). Elastoplastic constitutive model for granular soil based on hyperbolic failure surface. Građevinar, 72 (02.), 115-125. https://doi.org/10.14256/JCE.2272.2017
MLA 8th Edition
Rakić, Dragan i Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar, vol. 72, br. 02., 2020, str. 115-125. https://doi.org/10.14256/JCE.2272.2017. Citirano 26.04.2024.
Chicago 17th Edition
Rakić, Dragan i Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar 72, br. 02. (2020): 115-125. https://doi.org/10.14256/JCE.2272.2017
Harvard
Rakić, D., i Živković, M. (2020). 'Elastoplastic constitutive model for granular soil based on hyperbolic failure surface', Građevinar, 72(02.), str. 115-125. https://doi.org/10.14256/JCE.2272.2017
Vancouver
Rakić D, Živković M. Elastoplastic constitutive model for granular soil based on hyperbolic failure surface. Građevinar [Internet]. 2020 [pristupljeno 26.04.2024.];72(02.):115-125. https://doi.org/10.14256/JCE.2272.2017
IEEE
D. Rakić i M. Živković, "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface", Građevinar, vol.72, br. 02., str. 115-125, 2020. [Online]. https://doi.org/10.14256/JCE.2272.2017
Puni tekst: engleski pdf 666 Kb
str. 115-125
preuzimanja: 326
citiraj
APA 6th Edition
Rakić, D. i Živković, M. (2020). Elastoplastic constitutive model for granular soil based on hyperbolic failure surface. Građevinar, 72 (02.), 115-125. https://doi.org/10.14256/JCE.2272.2017
MLA 8th Edition
Rakić, Dragan i Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar, vol. 72, br. 02., 2020, str. 115-125. https://doi.org/10.14256/JCE.2272.2017. Citirano 26.04.2024.
Chicago 17th Edition
Rakić, Dragan i Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar 72, br. 02. (2020): 115-125. https://doi.org/10.14256/JCE.2272.2017
Harvard
Rakić, D., i Živković, M. (2020). 'Elastoplastic constitutive model for granular soil based on hyperbolic failure surface', Građevinar, 72(02.), str. 115-125. https://doi.org/10.14256/JCE.2272.2017
Vancouver
Rakić D, Živković M. Elastoplastic constitutive model for granular soil based on hyperbolic failure surface. Građevinar [Internet]. 2020 [pristupljeno 26.04.2024.];72(02.):115-125. https://doi.org/10.14256/JCE.2272.2017
IEEE
D. Rakić i M. Živković, "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface", Građevinar, vol.72, br. 02., str. 115-125, 2020. [Online]. https://doi.org/10.14256/JCE.2272.2017
Sažetak
Numerical procedure for the development and implementation of a new elastoplastic constitutive model for cohesionless granular materials is presented in the paper. The presented model is based on the hyperbolic failure envelope developed using the theory of incremental plasticity. The governing parameter method (GPM) is used for implicit integration of constitutive relations. The developed algorithm is implemented in the general-purpose finite element program PAK designed for the static, dynamic, linear and non-linear analysis. The model is calibrated and verified through numerical simulation of triaxial test and direct shear test.
Ključne riječi
hyperbolic soil model; constitutive modelling; granular soil; incremental plasticity; governing parameter method
Hrčak ID:
236498
URI
https://hrcak.srce.hr/236498
Datum izdavanja:
16.3.2020.
Podaci na drugim jezicima:
hrvatski
Posjeta: 1.246
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