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Volume 43 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(3): 79-83,74

Zhang Huabin, Wang Zhiyin, Ran Lina. RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC3D[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 79-83,74. doi: 10.13204/j.gyjz201303017

Citation:

Zhang Huabin, Wang Zhiyin, Ran Lina. RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC^3D[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 79-83,74. doi: 10.13204/j.gyjz201303017

Zhang Huabin, Wang Zhiyin, Ran Lina. RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC3D[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 79-83,74. doi: 10.13204/j.gyjz201303017

Citation:

Zhang Huabin, Wang Zhiyin, Ran Lina. RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC^3D[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 79-83,74. doi: 10.13204/j.gyjz201303017

RESEARCH ON THE SECONDARY DEVELOPMENT OF ELASTO-PLASTIC CONSTITUTIVE MODEL IN STRAIN SPACE OF FLAC^3D

doi: 10.13204/j.gyjz201303017

1.
1. Key Laboratory of Urban Oil and Gas Distribution Technology,China University of Petroleum,Beijing 102249,China;
2.
2. Langfang Branch of Research Institute of Petroleum Exploration and Development,Langfang 065007,China

Received Date: 2012-09-10
Publish Date: 2013-03-20

Abstract

Based on the theory of strain space,the numerical computational scheme was proposed for Mohr-Coulomb constitutive relation,by using different plastic potential function(M-C associated criteria and D-P non-associated criteria),and the key technologies and concrete methods of implementation were explained.Through the secondary development platform UDM of FLAC3D,by using Visual Studio 2005 on the basis of UserMohr model,the dynamic link library file(DLL) of the constitutive model was compiled and the secondary development of elasto-plastic constitutive model in strain space was realized.Underground salt caverns static dissolved simulation validation examples were compared and analyzed.The results showed that the calculated results were almost consistent with the FLAC3D self-defined Mohr Coulomb constitutive model and the analytical solutions under the elastic-plastic conditions,which verified the validity of the software.The software could provide an alternative numerical simulation method for underground salt dissolved cavity simulation and long-term operation rheology.
- strain space,
- constitutive relation,
- secondary development,
- salt cavern,
- numerical simulation

References

陈育民,陈汉龙.邓肯－张模型在 FLAC3 D 中开发与实现[J].岩土力学,2007,28(10):2123－2126.

[2] 张传庆,周辉,冯夏庭.统一弹塑性本构模型在 FLAC3 D 中的计算格式[J].岩土力学,2008,29(3):596－601.

[3] 左双英,肖明,陈俊涛.基于 Zienkiewicz-Pande 屈服准则的弹塑性本构模型在 FLAC3 D 中的二次开发及应用[J].岩土力学,2011,32(11):3515－3520.

[4] 王国波. Davidenkov 模型在 FLAC3 D 中的开发及验证[J].武汉理工大学学报,2008,30(8):143－146.

[5] 李英杰,张顶立,刘保国.考虑变形模量劣化的应变软化模型在 FLAC3 D 中的开发与验证[J].岩土力学,2011,32(s2):647－652.

[6] 张培森,施建勇.考虑形状参数影响对 MCC 修正及其实现与验证[J].岩土工程学报,2009,31(1):26－31.

[7] 姚仰平,胡贺祥,侯伟.统一硬化模型在 FLAC3 D 中的开发及实现[J].工业建筑,2011,41(9):1－7.

[8] 胡军,朱巨建.应变软化模型在 FLAC3 D 二次开发中的应用[J].水电能源科学,2009,27(3):120－123.

[9] 谢秀栋,苏燕.软土弹黏塑性模型在 FLAC3 D 中的二次开发及其应用[J].福州大学学报:自然科学版,2009,37(4):582－587.

[10] 褚卫江,徐卫亚,杨圣奇,等.基于 FLAC3 D 的岩石黏弹塑性流变模型二次开发研究[J].岩土力学,2006,25(3):433－447.

[11] 徐平,李云鹏,丁秀丽,等. FLAC3 D 黏弹性模型的二次开发及其应用[J].长江科学院院报,2004,21(2):10－13.

[12] 杨文东,张强勇,张建国,等.基于 FLAC3 D 的改进 Burgers 蠕变损伤模型的二次开发研究[J].岩土力学,2010,31(6):1956－1964.

[13] 雷小芹.边界面模型在 FLAC3 D 中的开发及验证[J].岩土力学,2012,33(2):635－640.

[14] 李涛,廖红建,谢永利.基于 FLAC3 D 的空间滑动面准则计算格式与实现[J].岩石力学与工程学报,2011,30(s2):3779－3785.

[15] 何利军,吴文军,孔令伟.基于 FLAC3 D 含 SMP 强度准则黏弹塑性模型的二次开发[J].岩土力学,2012,33(5):1549－1558.

[16] 陶帅,王学滨,潘一山,等.基于摩尔－库仑模型的非线性本构模型的开发及其在应变局部化中的应用[J].岩土力学,2011,32(s1):403－407.

[17] 郑颖人.广义塑性力学:岩土塑性力学原理[M].北京,中国建筑工业出版社,2002.

[18] 张学言,闫澍旺.岩土塑性力学基础[M].天津:天津大学出版社,2004.

[19] 陈育民. FLAC -FLAC3 D 基础与工程实例[M].北京:中国水利水电出版社,2009.

[20] 刘波,韩彦辉. FLAC 原理、实例与应用指南[M].北京:人民交通出版社,2005.

[21] Itasca Consulting Group,Inc. FLAC3 D User Manuals,Version2.1,Minneapolis,Minnesota,2002.6.

[22] 王芝银,唐明明等.盐穴储气库围岩夹层力学特性及稳定性分析研究报告(试验与理论研究部分)[R].北京:中国石油大学(北京),2008:118－124.

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