An Improvement of Vermeer-de Borst Constitutive Model for Numerical Simulation of the Shear Behavior of Rockfills | Zendy

Mohammad Salari | Zendy; Ali Akhtarpour | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

An Improvement of Vermeer-de Borst Constitutive Model for Numerical Simulation of the Shear Behavior of Rockfills

Author(s) -

Mohammad Salari,

Ali Akhtarpour

Publication year - 2018

Publication title -

journal of computational methods in engineering

Language(s) - English

Resource type - Journals

eISSN - 2423-5741

pISSN - 2228-7698

DOI - 10.29252/jcme.36.2.49

Subject(s) - shear (geology) , constitutive equation , materials science , engineering , composite material , structural engineering , finite element method

The most important features and phenomena of the deformation behavior of rockfills are stress-dependent stiffness, hardening and dilative (or contractive) behaviors, as well as breakage, rotation and redistribution of particle size. An elastoplastic constitutive model has been suggested by Vermeer and de Borst to simulate the shear behavior of soils, concretes and rocks. This research has tried to improve this model for numerical simulation of the shear behavior of rock fills. The * :یکینورتکلا تسپ ،تابتاکم لوئسم : Akhtarpour@um.ac.ir

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research