A comparative study of the different procedures for seismic cracking analysis of concrete dams

Soil Dynamics and Earthquake Engineering

Volumn 31, Issue 11, 2011, Pages 1594-1606

  Pan, Jianwen ^a   Zhang, Chuhan ^a   Xu, Yanjie ^a   Jin, Feng ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPARATIVE STUDIES; CONSTITUTIVE RELATIONS; CRACKING PROCESS; DESIGN EARTHQUAKES; DRUCKER-PRAGER; ELASTO-PLASTIC MODELS; EXTENDED FINITE ELEMENT METHOD; FINITE ELEMENT; NONLINEAR DYNAMIC RESPONSE;

ARCH DAMS; ARCHES; CONCRETE DAMS; DESIGN; DYNAMIC RESPONSE; EARTHQUAKES; HYDRAULIC STRUCTURES; SEISMIC DESIGN;

FINITE ELEMENT METHOD;

COMPARATIVE STUDY; CONCRETE STRUCTURE; CRACKING; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; ELASTOPLASTICITY; FINITE ELEMENT METHOD; GRAVITY DAM; SEISMIC DESIGN; SEISMIC RESPONSE; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE; THREE-DIMENSIONAL MODELING;

EID: 80051827053     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2011.06.011     Document Type: Article

References (27)

1. Hillerborg A., Modeer M., Peterson E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement and Concrete Research 1976, 6:773-782.
2. Rashid Y.R. Analysis of pretressed concrete pressure vessels. Nuclear Engineering and Design 1968, 7:334-344.
3. Bazant Z.P., Oh B.H. Crack band theory for fracture of concrete. Materiaux et Constructions (Materials and Structures) 1983, 16(93):155-177.
4. Feltrin G., Wepf D., Bachmann H. Seismic cracking of concrete gravity dams. Dam Engineering 1990, 1(4):279-289.
5. Ayari M.L., Saouma V.E. A fracture mechanics based seismic analysis of concrete gravity dams using discrete cracks. Engineering Fracture Mechanics 1990, 35(1-3):587-598.
6. Pekau O.A., Zhang C., Feng L. Seismic fracture analysis of concrete gravity dams. Earthquake Engineering and Structural Dynamic 1991, 20(4):335-354.
7. Wang G., Pekau O.A., Zhang C., Wang S. Seismic fracture analysis of concrete gravity dams based on nonlinear fracture mechanics. Engineering Fracture Mechanics 2000, 65(1):67-87.
8. Belytschko T., Black T. Elastic crack growth in finite elements with minimal remeshing. International Journal for Numerical Methods in Engineering 1999, 45(5):601-620.
9. Moës N., Dolbow J., Belytschko T. A finite element method for crack growth without remeshing. International Journal for Numerical Methods in Engineering 1999, 46(1):131-150.
10. Hansbo A., Hansbo P. A finite element method for the simulation of strong and weak discontinuities in solid mechanics. Computer Methods in Applied Mechanics and Engineering 2004, 193(33-35):3523-3540.
11. Song J., Areias P.M.A., Belytschko T. A method for dynamic crack and shear band propagation with phantom nodes. International Journal for Numerical Methods in Engineering 2006, 67:868-893.
12. Duan Q., Song J., Menouillard T., Belytschko T. Element-local level set method for three-dimensional dynamic crack growth. International Journal for Numerical Methods in Engineering 2009, 80:1520-1543.
13. Lee J., Fenves G.L. A plastic-damage concrete model for earthquake analysis of dams. Earthquake Engineering and Structural Dynamic 1998, 27:937-956.
14. Camanho P, Davila C. Mixed-mode decohesion finite elements for the simulation of delamination in composite materials. NASA/TM-2002-211737; 2002. p. 1-37.
15. Lee J., Fenves G.L. Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics, ASCE 1998, 124(8):892-900.
16. Drucker D., Prager W. Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathematics 1952, 10(2):157-165.
17. Loret B., Prevost J. Accurate numerical solutions for Drucker-Prager elastic-plastic models. Computer Methods in Applied Mechanics and Engineering 1986, 54(3):259-277.
18. Chen W.F. Plasticity in reinforced concrete 1982, McGraw-Hill, New York.
19. Cela J. Analysis of reinforced concrete structures subjected to dynamic loads with a viscoplastic Drucker-Prager model. Applied Mathematical Modelling 1998, 22:495-515.
20. Du J., Yon J.H., Hawkins N.M., Arakawa K., Kobayashi A.S. Fracture process zone for concrete for dynamic loading. ACI Material Journal 1992, 89(3):252-258.
21. Chopra A.K., Chakrabarti P. The Koyna earthquake and damage to Koyna dam. Bulletin of the Seismological Society of America 1973, 63(2):381-397.
22. Niwa A, Clough R. Shaking table research on concrete dam models. Report no. EERC 80-05. Earthquake Engineering Research Center Report. University of California, Berkeley, CA; 1980.
23. Pekau O., Fang L., Zhang C. Seismic fracture of Koyna dam: case study. Earthquake Engineering and Structural Dynamic 1995, 24:15-33.
24. Zhang C.H., Pan J.W., Wang J.T. Influence of seismic input mechanisms and radiation damping on arch dam response. Soil Dynamics and Earthquake Engineering 2009, 29(9):1282-1293.
25. Pan J.W., Zhang C.H., Wang J.T., Xu Y.J. Seismic damage-cracking analysis of arch dams using different earthquake input mechanisms. Science in China Series E: Technological Sciences 2009, 52(2):518-529.
26. Zhang Chuhan, Jin Feng, Pan Jianwen, Long Yuchuan Seismic safety evaluation of high concrete dams, part ii: earthquake behavior of arch dams: case study 2008, 14th WECC, Beijing, China, (S13-081).
27. Fan S., Chen J., Wang J., Zhong H. Experimental study and numerical simulation for seismic failure of high arch dam on shaking table. Chinese Journal of Rock Mechanics and Engineering 2009, 28(3):467-474. [in Chinese].