ISSN 1671-1092 CN 33-1260/TK

大坝与安全 ›› 2021 ›› Issue (1): 15-18.

• 设计研究 • 上一篇    下一篇

强震作用下Koyna重力坝和某混凝土重力坝塑性疲劳损伤对比分析研究

郭华世   

  1. 互助县水利局,青海 海东,810599
  • 收稿日期:2020-08-31 出版日期:2021-02-10 发布日期:2021-11-25
  • 作者简介:郭华世(1976—),女,青海互助人,本科,工程师,研究方向为水资源管理及生态水利发展。

Comparative analysis on plastic fatigue damage of Koyna gravity dam and a concrete gravity dam in strong earthquake

GUO Huashi   

  1. Huzhu County Water Conservancy Bureau
  • Received:2020-08-31 Online:2021-02-10 Published:2021-11-25

摘要: 对强震作用下混凝土重力坝塑性损伤问题进行了探讨,以Koyna重力坝和国内某混凝土重力坝坝段为研究对象,通过数值模拟分别计算分析出两个重力坝在强震作用下塑性疲劳损伤区域的产生及发展趋势,根据对比分析结果对重力坝设计阶段中需要重点关注的部位提出了有关建议,供设计部门参考。

关键词: 混凝土重力坝, 地震, 塑性损伤, 抗震能力

Abstract: The plastic damage of concrete gravity dams in strong earthquake is discussed. Taking Koyna gravity dam and a concrete gravity dam in China as the research objects, the generation and development of plastic fatigue damage areas in two gravity dams in strong earthquake are calculated and analyzed respectively by numerical simulation. According to the results of comparative analysis, some suggestions about the key parts of gravity dams need special attention in design stage are put forward, for reference.

Key words: concrete gravity dam, earthquake, plastic damage, earthquake resistant capacity

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