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基于堆石体各向异性本构模型的面板堆石坝三维非线性有限元分析
3D nonlinear FEM analysis of faced rockfill dam based on the anisotropic constitutive model
【摘要】 以金钟面板堆石坝为算例,用考虑了各向异性做出修正的E-μ模型进行计算.该模型考虑了蓄水期的主应力偏转问题,对不同加荷方向取不同的弹性模量和泊松比,与E-B模型相比其结果更为合理.
【Abstract】 Take Jinzhong faced rockfill dam as an example,the modified Duncan E-μ model in consideration of anisotropy is used for calculation.In this model,it solves the problem of rotation of the principal stress,the Young’s modulus and Poisson’s ratio is different at the different loading direction.And then,the results are analyzed and compared with that gotten by Duncan E-B model.
【关键词】 面板堆石坝;
本构关系;
各向异性;
有限元;
【Key words】 faced rockfill dam; constitutive relation; anisotropy; FEM;
【Key words】 faced rockfill dam; constitutive relation; anisotropy; FEM;
【基金】 福建省自然科学基金资助项目(2008J0154);福建省科技三项费用资助项目(2006F5002)
- 【文献出处】 福州大学学报(自然科学版) ,Journal of Fuzhou University(Natural Science Edition) , 编辑部邮箱 ,2009年05期
- 【分类号】TV641.43
- 【被引频次】3
- 【下载频次】125