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| Iterative multi-scale finite element predicting method for the elasticity\=mechanics parameters of the concrete with multi-graded rocks |
| Received:January 09, 2008 |
| View Full Text View/Add Comment Download reader |
| DOI：10.7511/jslx20101019 |
| KeyWord:concrete with multi-graded rocks multi-scale finite element method the equivalent mechanics parameters of the concrete with multi-graded rocks |
| Author | Institution |
| 李友云 |
长沙理工大学 道路结构与材料交通行业重点实验室,长沙 |
| 郑健龙 |
长沙理工大学 道路结构与材料交通行业重点实验室,长沙 |
| 崔俊芝 |
中国科学院 数学与系统科学研究院,北京 |
| 龙述尧 |
湖南大学 力学与航空航天学院,长沙 |
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| Abstract: |
| In this paper, based on the prosperity of the concrete with multi-graded rocks, the finite method based on multi-scale analysis for the mechanics parameters of the concrete with multi-graded rocks is presented. Firstly, based on the properties of the concrete with multi-graded random rocks, the multi-scale representation model of the concrete is given. Secondly, based on the two-scale analysis and the finite element method, the procedure of the multi-scale finite element method for the concrete with rocks is introduced. Finally, a numerical example of the concrete in Xiaowan dam project illustrates that the algorithm is valid. The algorithm can also be extended to the materials with cracks, cavities or other polyhedron grains. |
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