Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact

Matsushima, Takashi / Sato, Kan

Abstract A constitutive model of crushable granular geomaterials subjected to high pressure/high speed compression is proposed in this study. The proposed model is based on a micromechanical elasticity model of mono-disperse granular materials [2], and it is extended into well-graded ones in a simple manner. A geometrical recursive equation is introduced to describe the confined crushing process of granular materials. High-pressure Equation of States of solid [21] is also incorporated into the model. The basic response of the proposed model is compared with some experimental data.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact

Matsushima, Takashi / Sato, Kan

Abstract A constitutive model of crushable granular geomaterials subjected to high pressure/high speed compression is proposed in this study. The proposed model is based on a micromechanical elasticity model of mono-disperse granular materials [2], and it is extended into well-graded ones in a simple manner. A geometrical recursive equation is introduced to describe the confined crushing process of granular materials. High-pressure Equation of States of solid [21] is also incorporated into the model. The basic response of the proposed model is compared with some experimental data.

Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact

Matsushima, Takashi / Sato, Kan

Abstract A constitutive model of crushable granular geomaterials subjected to high pressure/high speed compression is proposed in this study. The proposed model is based on a micromechanical elasticity model of mono-disperse granular materials [2], and it is extended into well-graded ones in a simple manner. A geometrical recursive equation is introduced to describe the confined crushing process of granular materials. High-pressure Equation of States of solid [21] is also incorporated into the model. The basic response of the proposed model is compared with some experimental data.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Constitutive Modeling of Granular Geo-Materials Under High-Speed Impact

Contributors:

Matsushima, Takashi (author) / Sato, Kan (author)

Published in:

Bifurcation and Degradation of Geomaterials with Engineering Applications ; 361-372

Springer Series in Geomechanics and Geoengineering

Publication date:

2017-01-01

Size:

12 pages

ISBN:

978-3-319-56397-8 , 978-3-319-56396-1

ISSN:

1866-8755 , 1866-8763

DOI:

https://doi.org/10.1007/978-3-319-56397-8_45

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Granular Material , Void Ratio , Isothermal Process , Plastic Compression , Shock Wave Transmission Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences

Similar titles

Constitutive Modeling for Transparent Granular Soils

Xiao, Yang | Online Contents | 2016

Constitutive Modeling for Transparent Granular Soils

Xiao, Yang / Sun, Yifei / Yin, Feng et al. | ASCE | 2016

Constitutive Modeling for Transparent Granular Soils

Xiao, Yang | Online Contents | 2017

A new constitutive model for granular materials

Peng, F. / Tatsuoka, F. / Siddiquee, M. S. A. et al. | British Library Conference Proceedings | 2001

A Comprehensive Constitutive Equation for Granular Materials

Gudehus, G. | British Library Online Contents | 1996