Abstract
Abstract The mechanical behavior of the porous and granular class of materials is modelled by means of endochronic plasticity. Special attention is given to the coupled volumetric-deviatoric behavior including volumetric deformation enhanced by shear loading and the enhancement of deviatoric deformation due to the application of hydrostatic loads. The theory is applied to describe a set of results for concrete available in the literature. This application has demonstrated a reasonably wide range of applicability for the model.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
