Study on real working performance and overload safety factor of high arch dam

被引:9
作者
ZHANG GuoXin
机构
基金
中国国家自然科学基金;
关键词
high arch dam; real working performance; safety; load; strength; safety assessment method;
D O I
暂无
中图分类号
TV642.4 [拱坝];
学科分类号
081504 ;
摘要
Considering the fact that high arch dams have problems such as complicated stress,high cost,and hazards after being damaged,this paper intends to study the effects of load,material strength,and safety analysis method on dam safety and working performance of arch dams.In this article,the effects of temperature,self weight exaction way and water loading on structure response are first discussed,and a more reasonable way of considering is then put forward.By taking into consideration the mechanical property of materials and comparing the effects of different yield criteria on overloading safety of high arch dams,this paper concludes that brittle characteristics of concrete should be fully considered when conducting safety assessment for high arch dams to avoid overestimating the bearing capacity of the dams.By comparing several typical projects,this paper works out a safety assessment system of multiple safety and relevant engineering analogical analysis methods,which is closer to the actual situation,and thus is able to assess the response of high arch dam structure in a more comprehensive way,elicit the safety coefficients in different situations,and provide a new way of considering the safety assessment of high arch dams.
引用
收藏
页码:48 / 59
页数:12
相关论文
共 21 条
[1]  
Kolnbrein Dam: An Unusual Solution for an Unusual Problem. Lombardi K. International Water Power and Dam Construction . 1991
[2]  
Evaluation of global safety degree of Jinping high arch dam. Yu T T,Ren Q W. Chin J Rock Mech Eng . 2007
[3]  
Finite Element Whole Course Simulation and Sequential Strength Reduction Method for Safety Appraisal of Concrete Dams. Zhu Bofang. Water Resources and Hydropower Engineering . 2007
[4]  
Study on safety evaluation methods for high arch dam. Li T CH,Wang R K,You Q S,et al. Journal of Hydraulic Engineering ASCE . 2007
[5]  
Cracking analysis of high arch dam heel by engineering analogical method. Zhou,Y.,Chen,G.,Yin,X. Journal of Hydroelectric Engineering . 2002
[6]  
Nonlinear analysis of overall safety factor for Baihetan arch dam. Mei M R,Xu J Q,Ren Q W. Adv Sci Tech Water Res . 2006
[7]  
Review and prospect of hydraulic structure research. Zhang G X,Zhu B F,Yang B,et al. J China I Water Res Hydro Res . 2008
[8]  
Experiments on saturated concrete under different splitting tensile rate and mechanism on strength change. Wang H L,Li Q B. Eng Mech . 2007
[9]  
On the coefficient of safety on compressive stress of high concrete dams. Zhu B F. International Water Power and Dam Construction . 2005
[10]  
Analogical project comparative study of safety evaluation for Xiaowan arch dam. Jin F,Hu W,Zhang C H,et al. Chin J Rock Mech Eng . 2008