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重力坝地震损伤分析中弹性损伤与考虑残余变形的损伤模型比较
Comparison of elastic damage model and damage model considering residue deformation for seismic damage analysis of gravity dams
【摘要】 弹性损伤与考虑残余变形的损伤模型是目前混凝土坝损伤分析中常用的两种模型。本文将两种损伤模型应用在Koyna重力坝破坏分析中,比较了两者模拟的开裂范围和裂缝张开度。计算结果表明:弹性损伤模型计算所得坝体的开裂范围和裂缝张开度均小于考虑残余变形损伤模型计算所得结果。弹性损伤模型计算所得结果偏于不安全。
【Abstract】 Elastic damage model and damage model considering residue deformation are two commonly used models for seismic damage analysis of gravity dams.They were used to calculate crack range and opening width in the seismic analysis of the Koyna dam and their computations are compared.The results show that the crack range and maximum opening width computed with the elastic damage model are smaller than those with the damage model considering residue deformation.Thus,the simulation results with the elastic damage model are unsafe.
【关键词】 水工结构;
损伤模型比较;
动力有限元法;
重力坝;
开裂;
【Key words】 hydraulic structure; comparison of damage model; dynamic finite element method; gravity dam; crack;
【Key words】 hydraulic structure; comparison of damage model; dynamic finite element method; gravity dam; crack;
- 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2013年05期
- 【分类号】TV642.3;TV31
- 【被引频次】7
- 【下载频次】280