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拱坝强度裂缝的定量研究
引用本文:陈祖坪. 拱坝强度裂缝的定量研究[J]. 水利学报, 2001, 32(8): 0012-0020
作者姓名:陈祖坪
作者单位:首钢工学院土建系
基金项目:国家自然科学基金资助项目.
摘    要:本文综述了拱坝强度裂缝的定量研究,给出了拱坝分载位移法、线弹性和非线弹性三维实体有限元法进行拱坝裂缝随机追踪的框图,给出了按线弹性三维实体有限元法进行拱坝裂缝产状随机追踪的框图,以及指定裂缝位置、按线弹性三维实体有限元法进行裂缝定量分析的框图。最后提出了继续进行拱坝强度裂缝定量研究应当考虑的若干问题。

关 键 词:拱坝 强度裂缝 定量描述 裂缝产状 随机分析
文章编号:0559-9350(2001)08-0012-08
修稿时间:2000-11-15

Quantitative analysis of cracking due to over stress in arch dams
CHEN Zu-ping. Quantitative analysis of cracking due to over stress in arch dams[J]. Journal of Hydraulic Engineering, 2001, 32(8): 0012-0020
Authors:CHEN Zu-ping
Affiliation:1.Shougang University
Abstract:The advancement of study on cracking in arch dam is summarized. The flow diagrams for random tracking of cracking in arch dam based on load distribution-stiffness method and linear or nonlinear 3-D finite element methods are presented. The flow diagram for crakcing attitude tracking and for quantitative analysis of cracking at specific locations are established according to the 3-D linear FEM. Problems in quantitative analysis of cracking pending for solution are discussed.
Keywords:
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