Stability and propagation of cracks at the heel of high arch dams

Qinghua Daxue Xuebao/Journal of Tsinghua University

Volumn 42, Issue 4, 2002, Pages 555-559

  Huang, Yun ^a   Jin, Feng ^a   Wang, Guanglun ^a   Zhang, Chuhan ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Arch dam; Boundary element method; Crack; Fracture analysis

Indexed keywords

BOUNDARY ELEMENT METHOD; CRACK PROPAGATION; CRACKS; FRACTURE; STIFFNESS;

CRACK STABILITY; HIGH ARCH DAMS; MINIMUM STRAIN ENERGY DENSITY FACTOR THEORY;

ARCH DAMS;

EID: 0036553280     PISSN: 10000054     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Cracking analysis of arch dams by 3-D boundary element method
2. Study on upstream bottom joint for improving the stress conditions of high arch dam
3. Computation of 3-dimensional stress intensity factors using special boundary elements
4. 3-D infinite boundary element and simulation of monolithic dam foundations
5. Simulation of cracking in large arch dam: Part I