Pre- and postyield finite element method simulation of bond of ribbed reinforcing bars

Journal of Structural Engineering

Volumn 130, Issue 4, 2004, Pages 671-680

  Salem, Hamed M ^a   Maekawa, Koichi ^b  

^a CAIRO UNIVERSITY   (Egypt)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

Bars; Bonding; Concrete structures; Concrete, reinforced; Ductility; Fractures; Slip

Indexed keywords

BONDING; COMPUTER SIMULATION; CONCRETE CONSTRUCTION; DEGRADATION; DUCTILITY; ELASTICITY; FINITE ELEMENT METHOD; FRACTURE; MIXTURES; POROSITY; STRENGTH OF MATERIALS;

BAR STRAIN; CRACKING STRAIN; SLIP; STEEL ELEMENTS;

REINFORCED CONCRETE;

EID: 13844298858     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:4(671)     Document Type: Article

References (23)

1. An, X., Maekawa, K., and Okamura, H. (1997). "Numerical simulation of size effect in shear strength of reinforced concrete beams." J. Mater., Concrete Structures, Pavements, JSCE, Tokyo, 35(564), 297-316.
2. Bazant, Z. P., and Oh, B. J. (1983). "Crack band theory for fracture of concrete." Mater. Struct., 16, 155-157.
3. Breton, D., Carles-Guibergues, A., Ballivy, G., and Grandet, J. (1993). "Contribution to the formation mechanism of the transition zone between rock-cement paste." CCR, 23, 335-346.
4. Bujadham, B., and Maekawa, K. (1992). "The universal model for stress transfer across cracks in concrete." Proc. JSCE, Tokyo, 17(451), 277-287.
5. Cox, J. (1998) "A dilational-interface model for bond." Bond and Development of Reinforcement, SP-180, Roberto Leon, ed., ACI, Detroit, 81-103.
6. Fukuura, N., and Maekawa, K. (1998). "Multidirectional crack model for in-plane reinforced concrete under reversed cyclic actions - Four-way fixed crack formulation and verification." Comput. Model. Concrete Struct., Euro-C, 143-152.
7. Hawkins, N. M., Lin I. J., and Jeang, F. L. (1982). "Local bond strength of concrete for cyclic reversed loading." Bond in concrete, Applied Science Publishers, London, 151-161.
8. Maekawa, K., and Okamura, H. (1983). "The deformational behavior and constitutive equation of concrete using the elasto-plastic and fracture model." J. Fac. Eng., Univ. Tokyo (B), Tokyo, 37(2), 253-328.
9. Mehata, P. (1986). Concrete: Materials, structures, and properties. Prentice-Hall, New York.
10. Monterio, P., and Mehata, P. (1985). "Ettringite formation on aggregate-cement paste interface." CCR, 15, 378-390.
11. Okamura, H., and Maekawa, K. (1991). Nonlinear analysis and constitutive models of reinforced concrete, Gihodo Publishers, Tokyo.
12. Okamura, H., Maekawa, K., and Ozawa, K. (1993). High performance concrete, Gihodo Publishers, Tokyo (in Japanese).
13. Otsuki, N., Hisada, M., Diola, N., and Uddin, T. (1998). "Experimental study on interfacial transition zones in reinforced concrete." J. Materials, Concrete Structures, and Pavements, JSCE, 39(592).
14. Pijaudier-Cabot, G., Mazars, J., and Pulikowski, J. (1991). "Steel-concrete bond analysis with nonlocal continuous damage." J. Struct. Eng., 117(3), 862-882.
15. Pinchin, D., and Tabor, D. (1978). "Interfacial phenomena in steel-fiber reinforced cement. I: Structure and strength of interfacial region." CCR, 8, 15-24.
16. Popov, E. P. (1984). "Bond and anchorage of reinforcing bars under cyclic loading." ACI J., 7(8), 340-349.
17. Qureshi, J., and Maekawa, K. (1993). "Computational model for steel bar embedded in concrete under combined axial pullout and transverse shear displacement." Proc. JCI, Tokyo, 15(2), 1249-1254.
18. Richart, P., Brandtzaeg, A., and Brown, R. (1928). "A study of the failure of concrete under combined compressive stresses." Bull. No. 185, University of Illinois Engineering Experiment Station, Urbana.
19. Romdhane, M., Rossi, P., and Ulm, F. (1998). "Micromechanical analysis of the steel-concrete interface behavior." Proc. Euro-C Conference on Computational Modeling of Concrete Structures, Rotterdam, The Netherlands, 731-740.
20. Shima, H., Chou, L., and Okamura, H. (1987). "Micro- and macromodels for bond in reinforced concrete." J. Fac. Eng., Univ. Tokyo (B), 39(2), 133-194.
21. Tassios, T. P., and Yannopoulos, P. J. (1981). "Analytical studies on reinforced concrete members under cyclic loading based on bond stress-slip relations." ACI J., 5(6), 206-216.
22. Tsukuda, S., Kishi, T., and Salem, H. (2000). "Physical effect of limestone powder on properties of mortar/concrete." "written in Japanese", Proc. JCI, Tokyo, 22(2), 211-216.
23. Yamamoto, H., Itou, H., Mishima, T., and Sima, H. (2000). "Study on properties of steel bar of reinforced concrete structures using high-strength material." "written in Japanese", Proc. JCI, Tokyo, 22(3), 1249-1254.