Preliminary communication
https://doi.org/10.14256/JCE.2272.2017
Elastoplastic constitutive model for granular soil based on hyperbolic failure surface
Dragan Rakić
Miroslav Živković
Full text: croatian pdf 675 Kb
page 115-125
downloads: 375
cite
APA 6th Edition
Rakić, D. & 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 and Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar, vol. 72, no. 02., 2020, pp. 115-125. https://doi.org/10.14256/JCE.2272.2017. Accessed 21 May 2024.
Chicago 17th Edition
Rakić, Dragan and Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar 72, no. 02. (2020): 115-125. https://doi.org/10.14256/JCE.2272.2017
Harvard
Rakić, D., and Živković, M. (2020). 'Elastoplastic constitutive model for granular soil based on hyperbolic failure surface', Građevinar, 72(02.), pp. 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 [cited 2024 May 21];72(02.):115-125. https://doi.org/10.14256/JCE.2272.2017
IEEE
D. Rakić and M. Živković, "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface", Građevinar, vol.72, no. 02., pp. 115-125, 2020. [Online]. https://doi.org/10.14256/JCE.2272.2017
Full text: english pdf 666 Kb
page 115-125
downloads: 330
cite
APA 6th Edition
Rakić, D. & 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 and Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar, vol. 72, no. 02., 2020, pp. 115-125. https://doi.org/10.14256/JCE.2272.2017. Accessed 21 May 2024.
Chicago 17th Edition
Rakić, Dragan and Miroslav Živković. "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface." Građevinar 72, no. 02. (2020): 115-125. https://doi.org/10.14256/JCE.2272.2017
Harvard
Rakić, D., and Živković, M. (2020). 'Elastoplastic constitutive model for granular soil based on hyperbolic failure surface', Građevinar, 72(02.), pp. 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 [cited 2024 May 21];72(02.):115-125. https://doi.org/10.14256/JCE.2272.2017
IEEE
D. Rakić and M. Živković, "Elastoplastic constitutive model for granular soil based on hyperbolic failure surface", Građevinar, vol.72, no. 02., pp. 115-125, 2020. [Online]. https://doi.org/10.14256/JCE.2272.2017
Abstract
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.
Keywords
hyperbolic soil model; constitutive modelling; granular soil; incremental plasticity; governing parameter method
Hrčak ID:
236498
URI
https://hrcak.srce.hr/236498
Publication date:
16.3.2020.
Article data in other languages:
croatian
Visits: 1.277
*
