Evaluation of cracking potential for concrete arch dam based on simulation feedback analysis

被引:0
作者
ShaoJun Fu
Ting He
GuoJin Wang
ShiHu Zhang
LiChun Zou
ShengHong Chen
机构
[1] Wuhan University,State Key Laboratory of Water Resources and Hydropower Engineering Science
[2] HydroChina Kunming Engineering Corporation,undefined
来源
Science China Technological Sciences | 2011年 / 54卷
关键词
arch dam; cracking potential; construction process; finite element method; simulation feedback analysis;
D O I
暂无
中图分类号
学科分类号
摘要
It is still very difficult for researchers and engineers to implement the simulation analysis including a complete process and a full model with the complicated arch dam and the foundation, and to evaluate the cracking potential in the construction and service periods. To take Xiaowan project of China for an example, a practical system of simulation feedback analysis, a specific cracking criterion, and a resolution for the conflicting requirements of temperature and stress/strain simulation are presented, which are put into a successful practice. The simulation results of temperature, stress, and cracking are identical well with the monitor data. A modified temperature control measure is propounded, and the significant effect is gained by adopting the new scheme.
引用
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页码:565 / 572
页数:7
相关论文
共 26 条
[1]  
Bazant Z. P.(1983)Crack band theory for fracture of concrete Mater Constr 16 155-177
[2]  
Oh B. H.(2008)Discrete-contact-fracture analysis of rock and concrete Chinese J Rock Mech Eng 27 217-235
[3]  
Zhang C. H.(2008)Analysis and criterion of fracture process for crack propagation in concrete Eng Mech 25 20-33
[4]  
Xu S. L.(1989)Simulation of cracking in large arch dam: Part 1∼2 J Struct Eng 115 1599-1630
[5]  
Zhao Y. H.(1998)Automatic 3D mode I crack propagation calculations with finite elements Int J Num Meth Eng 41 739-757
[6]  
Linsbaurer H. N.(1999)A finite element method for crack growth without re-meshing Int J Num Meth Eng 46 131-150
[7]  
Ingraffea A. R.(2009)Seismic damage -cracking analysis of arch dams using different earthquake input mechanisms Sci China Ser E-Tech Sci 52 518-529
[8]  
Dhondt G.(2009)Detection of subcritical crack propagation for concrete dams Sci China Ser E-Tech Sci 52 3654-3660
[9]  
Moes N.(1994)Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts Int J Rock Mech Min Sci & Geomech Abstr 31 273-277
[10]  
Dolbow J.(2004)Feedback analysis of the intake slope of Longtan Hydropower Project China Int J Rock Mech Min Sci 41 518-1612