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弹性介质边坡模糊有限元方法研究
引用本文:蒋中明,徐卫亚,张新敏,冯树荣.弹性介质边坡模糊有限元方法研究[J].岩土力学,2008,29(5):1169-1173.
作者姓名:蒋中明  徐卫亚  张新敏  冯树荣
作者单位:1. 长沙理工大学,岩土工程研究所,长沙,410076;中国水电顾问集团中南勘测设计研究院,长沙,410014;武汉大学,水资源与水电工程科学国家重点实验室,武汉,430072
2. 河海大学,岩土工程研究所,南京,210098
3. 长沙理工大学,岩土工程研究所,长沙,410076
4. 中国水电顾问集团中南勘测设计研究院,长沙,410014
基金项目:国家自然科学基金委员会、二滩水电开发有限责任公司雅砻江水电开发联合研究基金
摘    要:针对弹性介质体边坡内存在的模糊特性,从弹性力学的基本方程式入手,应用模糊运算法则、模糊积分和模糊微分等方法,推导了弹性力学几何方程、物理方程和平衡方程的模糊表达形式.利用最小模糊位能原理,建立了考虑多参数模糊性的模糊有限元控制方程.数值算例表明,弹性介质体边坡考虑模糊特性影响的情况下的分析成果,能更全面地反映出计算参数模糊特性变化引起的边坡内力和位移的改变情况.

关 键 词:弹性介质  模糊数  模糊有限元  模糊位移  模糊应力  弹性介质  边坡  模糊有限元  有限元方法  研究  slope  elastic  media  method  of  finite  element  fuzzy  theory  内力和位移  特性变化  计算参数  分析成果  情况  特性影响  数值算例  控制方程  模糊性
文章编号:1000-7598-(2008)05-1169-05
收稿时间:2006-09-25
修稿时间:2006年9月25日

Study on theory of fuzzy finite element method of elastic media slope
JIANG Zhong-ming,XU Wei-ya,ZHANG Xin-min,FENG Shu-rong.Study on theory of fuzzy finite element method of elastic media slope[J].Rock and Soil Mechanics,2008,29(5):1169-1173.
Authors:JIANG Zhong-ming  XU Wei-ya  ZHANG Xin-min  FENG Shu-rong
Institution:1. Institute of Geotechnical Engineering, Changsha University of Science & Technology, Changsha 410076, China; 2. Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 3. Mid-south design & research institute,CHECC, Changsha 410076, China; 4. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
Abstract:Fuzzy character widely exists in elastic media slope. A fuzzy finite element method is proposed to describe the variation of the displacement and stress of slope due to the fuzzy feature of the mechanical parameters. Based on the construction of basic equations for elastic media, fuzzy operations and fuzzy integral and fuzzy differential are employed to deduce fuzzy expression form of geometrical equations and physical equations and equilibrium equations. Governing equations of fuzzy finite element method in which the parameters are considered as fuzzy number are constructed by using minimal fuzzy power principle. Case study illustrates that the numerical results obtained from fuzzy finite element method could objectively describe the effect of fuzzy character of mechanical parameters on calculated stress and displacement.
Keywords:elastic media  fuzzy number  fuzzy finite elements  fuzzy displacement  fuzzy stress  
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