Failure analysis of high arch dam subjected to strong earthquake

Shuili Xuebao/Journal of Hydraulic Engineering

Volumn 41, Issue 5, 2010, Pages 567-574

  Du, Rong Qiang ^a   Lin, Gao ^b   Chen, Shi Hai ^a   Li, Yun Feng ^a  

^a SHANDONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b DALIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

Author keywords

Elastoplastic damage; High arch dam; Multiaxial damage failure model; Safety assessment; Strain rate dependent; Strong earthquake

Indexed keywords

ELASTO-PLASTIC DAMAGE; HIGH ARCH DAMS; MULTIAXIAL DAMAGE; SAFETY ASSESSMENT; SAFETY ASSESSMENTS;

ARCH DAMS; ARCHES; COMPUTER SIMULATION; CONCRETE DAMS; DAMAGE DETECTION; DYNAMIC RESPONSE; EARTHQUAKES; ELASTOPLASTICITY; FAILURE ANALYSIS; HYDRAULIC STRUCTURES; QUALITY ASSURANCE; STRESSES;

STRAIN RATE;

EID: 77954099324     PISSN: 05599350     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. Fevens J H. Efficent non-linear seismic analysis of arch dams[J]. Earthquake and Structural Dynamics, 1998, 27: 1425-1444.
2. Faria R, Oliver J, Cervera M. Modeling material failure in concrete structures under cyclic actions[J]. Journal of Structural Engineering, 2004, 130(12): 1997-2005.
3. Valliappan S, Yazdchi M, Khalili N. Seismic analysis of arch dams- a continuum damage mechanics approach[J]. International Journal of Numerical Methods in Engineering, 1999, 45: 1695-1724.
4. Zhou W, Zhao J, Liu Y, et al. Simulation of localization failure with strain-gradient- enhanced damage mechanics[J]. International Journal of Numerical Analysis for Methods in Geomechanics, 2002, 26: 793-813.
5. 2004, 21(1): 45-49 .
6. 2005, 36 (7): 870-875.
7. 2007, 47(4): 567-572.
8. 2007, 38(2): 143-149.
9. 2008, 39(7): 845-553.
10. CEB.Concrete structures under impact and impulsive loading[R]. Synthesis Report, Bulletin d'Information No. 187. Lausanne: Comite'Euro-International du Be'ton, 1988.
11. Park H, Kim J. Plasticity model using multiple failure criteria for concrete in compression[J]. International Journal of Solids and Structures, 2005, 42: 2303-2322.
12. 2002: 239-255.
13. Tikhomirov D, Stein E. Finite element computations of anisotropic continuum damage in reinforced concrete[J]. Computers and Structures, 2001, 79: 2246-2260.
14. 2009, 28(3): 467-474.