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坝面溢流式面板堆石坝有限元计算与分析
Stress and Deformation Calculation and Analysis of Overflow CFRD by Finite Element Method
【摘要】 通过用邓肯~张E~B模型,对岗曲河面板堆石坝在竣工期、蓄水期和泄水期进行了非线性有限元仿真计算,特别考虑了坝上溢洪道在泄水期,泄水水流对坝体应力和变形的影响,研究了大坝在三种工况下的应力变形特点及分布规律。计算结果分析表明,坝体竣工期、蓄水期的应力应变符合一般规律,泄水期的应力与竣工期、蓄水期相比有所减小,变形相差不是很大。
【Abstract】 Stress and deformation of Gangquhe CFRD was calculated with the nonlinear finite element method based on the Duncan-Chang E~B model in the completion storage and discharging periods.The results indicate that stress and deformation of the dam in the discharging period is not larger than another.
【关键词】 面板堆石坝;
有限元;
本构关系;
邓肯~张E~B模型;
【Key words】 CFRD; Finite Element Method; Constitutive relation; Duncan-Chang E~B Model;
【Key words】 CFRD; Finite Element Method; Constitutive relation; Duncan-Chang E~B Model;
- 【文献出处】 西北水力发电 ,Journal of Northwest Hydroelectric Power , 编辑部邮箱 ,2007年01期
- 【分类号】TV641.43
- 【被引频次】3
- 【下载频次】138