Inverse identification of the material parameters of a nonlinear concrete constitutive model based on the triaxial compression strength testing

The aim of this paper is to perform the inverse identification of the material parameters of a nonlinear constitutive model intended for the modeling of concrete which is known as the Karagozian & Case Concrete model. At present, inverse analysis is frequently used because it allows us to find t...

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Bibliographic Details
Main Authors: Petr Král, Petr Hradil, Jiří Kala
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2017-01-01
Series:Frattura ed Integrità Strutturale
Subjects:
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero39/numero_39_art_5.pdf