Numerical analysis of mixed-mode fracture in concrete using extended fictitious crack model

Journal of Structural Engineering

Volumn 130, Issue 11, 2004, Pages 1738-1747

  Shi, Zihai ^a  

^a NIPPON KOEI CO   (Japan)

Author keywords

Concrete structures; Crack propagation; Cracking; Fractures; Numerical analysis; Shear lag

Indexed keywords

CRACK INITIATION; CRACK PROPAGATION; FINITE ELEMENT METHOD; FRACTURE; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TENSILE STRESS; YIELD STRESS;

COHESIVE FORCES; FRACTURE PROCESS ZONE (FPZ); MIXED-MODE FRACTURE; SHEAR LAG;

CONCRETE CONSTRUCTION;

EID: 13844255114     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:11(1738)     Document Type: Article

References (25)

1. Arrea, M., and Ingraffea, A. R. (1982). "Mixed-mode crack propagation in mortar and concrete." Rep. No. 81-13, Dept. of Structural Engineering, Cornel University, Ithaca, N.Y.
2. Bažant, Z. P., and Gambarova, P. (1980). "Rough cracks in reinforced concrete." J. Struct. Div. ASCE, 106(4), 819-842.
3. Bocca, P., Carpinteri, A., and Valente, S. (1991). "Mixed mode fracture of concrete." Int. J. Solids Struct., 27(9), 1139-1153.
4. Carpinteri, A., Valente, S., Ferrara, G., and Imperato, L. (1992). "Experimental and numerical fracture modeling of a gravity dam." Fracture mechanics of concrete structures, Z. P. Bažant, ed., Elsevier Applied Science, New York, 351-360.
5. Cendón, D. A., Gálvez, J. C., Elices, M., and Planas, J. (2000). "Modeling the fracture of concrete under mixed loading." Int. J. Fract., 103, 293-310.
6. Červenka, J. (1994). "Discrete crack modeling in concrete structures." doctoral thesis, University of Colorado, Boulder, Colo.
7. Červenka, J., Chandra Kishen, J. M., and Saouma, V. E. (1998). "Mixed mode fracture of cementitious bimaterial interfaces; Part II: Numerical simulation." Eng. Fract. Mech., 60(1), 95-107.
8. Gálvez, J. C., CendÓn, D. A., and Planas, J. (2002). "Influence of shear parameters on mixed-mode fracture of concrete." Int. J. Fract., 118, 163-189.
9. Gerstle, W. H., and Xie, M. (1992). "FEM modeling of fictitious crack propagation in concrete." J. Eng, Mech., 118(2), 416-434.
10. Hillerborg, A., Modécr, M., and Petersson, P. E. (1976). "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements." Cem. Concr. Res., 6(6), 773-782.
11. Nooru-Mohamed, M. B. (1992). "Mixed-mode fracture of concrete: An experimental approach." Doctoral thesis, Delft University of Technology, Delft, The Netherlands.
12. Okamura, H. (1976). "Small-scale yielding at crack tip." Introduction to linear elastic fracture mechanics, Baifukan, Tokyo, 73-89 (in Japanese).
13. Ožbolt, J., and Reinhardt, H. W. (2002). "Numerical study of mixed-mode fracture in concrete." Int. J. Fract., 118, 145-161.
14. Paulay, T., and Loeber, P. J. (1974). "Shear transfer by aggregate interlock." Shear in reinforced concrete, Special publication 42, Vol. 1, ACI, Detroit, Mich., 1-15.
15. Reich, R., Plizari, G., Červenka, J., and Saouma, V. (1993). "Implementation and validation of a nonlinear fracture model in 2D/3D finite element code." Numerical models in fracture mechanics, Wittmann, ed., Balkema, Rotterdam, The Netherlands, 265-287.
16. Rokugo, K., Iwasa, M., Suzuki, T., and Koyanagi, W. (1989). "Testing methods to determine tensile strain softening curve and fracture energy of concrete." Fracture toughness and fracture energy-test method for concrete and rock, H. Mihashi H. Takahashi, and F. H. Wittmann, eds., Balkema, Rotterdam, The Netherlands, 153-163.
17. Rots, J. G. (1991). "Smeared and discrete representations of localized fracture." Int. J. Fract., 51, 45-59.
18. Rots, J. G., and de Borst, R. (1987). "Analysis of mixed-mode fracture in concrete." J. Eng. Mech., 113(11), 1739-1758.
19. Saleh, A., and Aliabadi, M. (1995). "Crack growth analysis in concrete using boundary element method." Eng. Fract. Mech., 51, 533-545.
20. Shah, S. P., Swartz, S. E., and Ouyang, C. (1995). "Nonlinear fracture mechanics for mode-I quasi-brittle fracture." Fracture mechanics of concrete, Wiley, New York, 110-161.
21. Shi, Z., Ohtsu, M., Suzuki, M., and Hibino, Y. (2001). "Numerical analysis of multiple cracks in concrete using the discrete approach." J. Struct. Eng., 127(9), 1085-1091.
22. Shi, Z., Suzuki, M., and Nakano, M. (2003). "Numerical analysis of multiple discrete cracks in concrete dams using extended fictitious crack model." J. Struct. Eng., 129(3), 324-336.
23. Shi, Z., Suzuki, M., and Ohtsu, M. (2004). "Discrete modeling of crack interaction and localization in concrete beams with multiple cracks. " J. Adv. Concr. Technol., 2(1), 101-111.
24. Valente, S. (1995). "On the cohesive crack model in mixed-mode conditions." Fracture of brittle disordered materials: Concrete, rock and ceramics, E&FN Spon, London, 66-80.
25. Xie, M., and Gerstle, W. H. (1995). "Energy-based cohesive crack propagation modeling." J. Eng. Mech., 121(12), 1349-1358.