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碾压混凝土拱坝诱导缝的断裂力学分析
引用本文:顾爱军,朱为玄,王向东,徐道远.碾压混凝土拱坝诱导缝的断裂力学分析[J].红水河,2004,23(1):21-24,30.
作者姓名:顾爱军  朱为玄  王向东  徐道远
作者单位:1. 扬州大学水利与建筑工程学院水利水电工程系,江苏,扬州,225009
2. 河海大学土木工程学院,江苏,南京,210098
摘    要:用断裂力学方法从局部分析了碾压混凝土拱坝诱导缝的设置问题,以含典型诱导缝的坝段为对象,讨论了缝长与缝间距对诱导缝作用的影响,并提出了两种新型诱导缝方案,即诱导缝斜向布置方案和尖头诱导板方案。

关 键 词:碾压混凝土  拱坝  诱导缝  断裂力学
文章编号:1001-408X(2004)01-0021-05

Fracture Mechanics Anlysis of Crack Director on RCC Arch Dam
GU Ai-jun,ZHU Wei-xuan,WANG Xiang-dong,XU Dao-yuan.Fracture Mechanics Anlysis of Crack Director on RCC Arch Dam[J].Hongshui River,2004,23(1):21-24,30.
Authors:GU Ai-jun  ZHU Wei-xuan  WANG Xiang-dong  XU Dao-yuan
Affiliation:GU Ai-jun~1,ZHU Wei-xuan~2,WANG Xiang-dong~2,XU Dao-yuan~2
Abstract:Analyzed the setting of crack directors for RCC dam by way of linear elastic fracture mechanics. Aiming at the subject of a dam section with typical crack directors, it studied the effects of crack length and gap between cracks on crack directors. Two new types of crack directors are put forward, i.e. laying crack directors along slant direction, and crack inducer with sharp head.
Keywords:RCC  arch dam  crack director  fracture mechanics
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