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基于分数阶微积分的岩石蠕变损伤本构模型

刘峻松 黄海峰 黄敏 杨豪 蓝康文

人民长江2018,Vol.49Issue(7):81-85,5.
人民长江2018,Vol.49Issue(7):81-85,5.DOI:10.16232/j.cnki.1001-4179.2018.07.017

基于分数阶微积分的岩石蠕变损伤本构模型

Creep damage constitutive model of rock mass based on fractional calculus

刘峻松 1黄海峰 1黄敏 1杨豪 2蓝康文2

作者信息

  • 1. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都610059
  • 2. 西南交通大学 地球科学与环境工程学院,四川 成都610031
  • 折叠

摘要

Abstract

In order to reflect the characters of rock creep,the triaxial compression creep test of sandstone was carried out by u-sing YSJ-01-00 rock triaxial creep testing machine. Based on the characteristics of rock creep,the elastomer,software compo-nents and visco plastic body based on fractional calculus are used to describe the elastic, viscoelastic and viscoplastic strain of rock respectively. The elastic and viscoplastic body are improved based on the continuous damage theory,and the fractional soft-ware component is improved by SN component. A new constitutive model of three elements for creep damage is established, which is composed of an elastic body considering the time-dependent damage and an unsteady viscous and viscoplastic body based on fractional calculus. The rationality and applicability of the presented model is proved by comparing the test curves and the fitting curves.

关键词

分数阶微积分/岩石蠕变/损伤/本构模型/SN元件

Key words

fractional calculus/rock creep/damage/constitutive model/SN component

分类

天文与地球科学

引用本文复制引用

刘峻松,黄海峰,黄敏,杨豪,蓝康文..基于分数阶微积分的岩石蠕变损伤本构模型[J].人民长江,2018,49(7):81-85,5.

基金项目

国家自然科学基金项目(51308082,51208069) (51308082,51208069)

四川省教育厅基金项目(15ZA0075) (15ZA0075)

人民长江

OA北大核心CSTPCD

1001-4179

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