Elasto-plastic anisotropic hardening model for sand in a wide stress region

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

The elasto-plastic constitutive model, taking account of anisotropy effects induced by the initial consolidation and the following shear processes, is established in order to describe the stress-strain behavior of an anisotropically consolidated sand in a wide stress region. The proposed model consists of a set of the yield function, plastic potential and hardening modulus which are expressed based on the theoritical considerations and experimental evidences. The resultant equations are not only a simple form enough for use but also can give good qualitative predictions for the axisymmetric triaxial test results of sand.

Original languageEnglish
Title of host publicationNumerical Methods in Geomechanics, Sixth Edition Volume 1
PublisherCRC Press
Pages435-440
Number of pages6
Volume1
ISBN (Electronic)9781351427678
ISBN (Print)9061918103, 9789061918103
DOIs
Publication statusPublished - Jan 1 2017
Externally publishedYes

Fingerprint

Hardening
Sand
Plastics
Constitutive models
Consolidation
Anisotropy

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Cite this

Murata, H., & Yasufuku, N. (2017). Elasto-plastic anisotropic hardening model for sand in a wide stress region. In Numerical Methods in Geomechanics, Sixth Edition Volume 1 (Vol. 1, pp. 435-440). CRC Press. https://doi.org/10.1201/9780203745366

Elasto-plastic anisotropic hardening model for sand in a wide stress region. / Murata, H.; Yasufuku, Noriyuki.

Numerical Methods in Geomechanics, Sixth Edition Volume 1. Vol. 1 CRC Press, 2017. p. 435-440.

Research output: Chapter in Book/Report/Conference proceedingChapter

Murata, H & Yasufuku, N 2017, Elasto-plastic anisotropic hardening model for sand in a wide stress region. in Numerical Methods in Geomechanics, Sixth Edition Volume 1. vol. 1, CRC Press, pp. 435-440. https://doi.org/10.1201/9780203745366
Murata H, Yasufuku N. Elasto-plastic anisotropic hardening model for sand in a wide stress region. In Numerical Methods in Geomechanics, Sixth Edition Volume 1. Vol. 1. CRC Press. 2017. p. 435-440 https://doi.org/10.1201/9780203745366
Murata, H. ; Yasufuku, Noriyuki. / Elasto-plastic anisotropic hardening model for sand in a wide stress region. Numerical Methods in Geomechanics, Sixth Edition Volume 1. Vol. 1 CRC Press, 2017. pp. 435-440
@inbook{bde6b2d319c14bd3adabbfe9b1cf79e2,
title = "Elasto-plastic anisotropic hardening model for sand in a wide stress region",
abstract = "The elasto-plastic constitutive model, taking account of anisotropy effects induced by the initial consolidation and the following shear processes, is established in order to describe the stress-strain behavior of an anisotropically consolidated sand in a wide stress region. The proposed model consists of a set of the yield function, plastic potential and hardening modulus which are expressed based on the theoritical considerations and experimental evidences. The resultant equations are not only a simple form enough for use but also can give good qualitative predictions for the axisymmetric triaxial test results of sand.",
author = "H. Murata and Noriyuki Yasufuku",
year = "2017",
month = "1",
day = "1",
doi = "10.1201/9780203745366",
language = "English",
isbn = "9061918103",
volume = "1",
pages = "435--440",
booktitle = "Numerical Methods in Geomechanics, Sixth Edition Volume 1",
publisher = "CRC Press",

}

TY - CHAP

T1 - Elasto-plastic anisotropic hardening model for sand in a wide stress region

AU - Murata, H.

AU - Yasufuku, Noriyuki

PY - 2017/1/1

Y1 - 2017/1/1

N2 - The elasto-plastic constitutive model, taking account of anisotropy effects induced by the initial consolidation and the following shear processes, is established in order to describe the stress-strain behavior of an anisotropically consolidated sand in a wide stress region. The proposed model consists of a set of the yield function, plastic potential and hardening modulus which are expressed based on the theoritical considerations and experimental evidences. The resultant equations are not only a simple form enough for use but also can give good qualitative predictions for the axisymmetric triaxial test results of sand.

AB - The elasto-plastic constitutive model, taking account of anisotropy effects induced by the initial consolidation and the following shear processes, is established in order to describe the stress-strain behavior of an anisotropically consolidated sand in a wide stress region. The proposed model consists of a set of the yield function, plastic potential and hardening modulus which are expressed based on the theoritical considerations and experimental evidences. The resultant equations are not only a simple form enough for use but also can give good qualitative predictions for the axisymmetric triaxial test results of sand.

UR - http://www.scopus.com/inward/record.url?scp=85052847744&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85052847744&partnerID=8YFLogxK

U2 - 10.1201/9780203745366

DO - 10.1201/9780203745366

M3 - Chapter

AN - SCOPUS:85052847744

SN - 9061918103

SN - 9789061918103

VL - 1

SP - 435

EP - 440

BT - Numerical Methods in Geomechanics, Sixth Edition Volume 1

PB - CRC Press

ER -