Static behavior of noncomposite concrete bridge decks under concentrated loads

Journal of Bridge Engineering

Volumn 1, Issue 4, 1996, Pages 143-154

  Petrou, Michael F ^a   Perdikaris, Philip C ^b   Duan, Mingzhu ^b  

^a UNIVERSITY OF SOUTH CAROLINA   (United States)

^b Case Western Reserve University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; CONCRETE BRIDGES; CONCRETE REINFORCEMENTS; DEFLECTION (STRUCTURES); MECHANICAL TESTING; STRAIN MEASUREMENT;

DECK DEFLECTION; ISOTROPIC STEEL REINFORCEMENTS; MINIMUM STEEL REINFORCEMENTS; ORTHOTROPIC STEEL REINFORCEMENTS;

BRIDGE DECKS;

EID: 0030289690     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1996)1:4(143)     Document Type: Article

References (30)

1. AASHTO standard specifications for highway bridges, 15th Ed. (1992). Am. Assn. of State Hwy. and Transp. Officials, Washington, D.C.
2. AASHTO, LFRD bridge design specifications, 1st Ed. (1994). Am. Assn. of State Hwy. and Transp. Officials, Washington, D.C.
3. Azad, A. K., Baluch, M. H., Al-Mandil, M. Y., Sharif, A. M., and Kareem, K. (1993). "Loss of punching capacity of bridge deck slabs from crack damage." ACI Struct. J., 90(1), 37-41.
4. Batchelor, B. deV, and Hewitt, B. E. (1974). "Are composite bridge slabs too conservatively designed? - Fatigue studies." Fatigue of Concrete, ACI Spec. Publ. SP4-15, Am. Concrete Inst., Detroit, Mich., 331-346.
5. Beal, D. B. (1981). "Strength of concrete bridge decks." Rep. FHWA/ NY/RR-81, Engrg. Res. and Devel. Bureau, N.Y. State D.O.T., Albany, N.Y.
6. Beal, D. B. (1982). "Load capacity of concrete bridge decks." J. Struct. Div., ASCE, 108(74), 814-832.
7. "Building code requirements for reinforced concrete and commentary." (1995) ACI-318, Am. Concrete Inst., Detroit, Mich.
8. Chen, Y. J., Chen, H. L., Dancygier, A. N., Shah, S. P., and Keer, L. M. (1990). "Tests of model reinforced concrete circular slabs." ACI Struct. J., (Nov.-Dec.), 727-737.
9. Csagoly, P., Holowka, M., and Dorton, R. (1978). "The true behavior of thin concrete bridge slabs."Transp. Res. Rec., No. 664, Bridge engineering, Vol. 1, 171-179.
10. Fang, I.-K. (1985). "Behavior of Ontario-type bridge deck on steel girders," PhD dissertation, Univ. of Texas at Austin, Tex.
11. Fang, I.-K., Worley, J., Burns, N. H., and Klingner, R. E. (1990). "Behavior of isotropic R/C bridge decks on steel girders." J. Struct. Engrg., ASCE, 116(3), 659-678.
12. Fang, I.-K., Lee, J.-H., and Chen, C.-R. (1994). "Behavior of partially restrained slabs under concentrated load." ACI Struct. J., 91(2), 133-139.
13. Fenwick, R. C., and Dickson, A. R. (1989). "Slabs subjected to concentrated loading." ACI Struct. J., (Nov.-Dec.), 672-678.
14. Hays, C. O., Lybas, J. M., and Guevara, J. O. (1988). "Test of punching shear strength of lightly reinforced orthotropic bridge decks." Univ. of Florida, Gainesville, Fla.
15. Hewitt, B. E., and Batchelor, B. deV. (1975). "Punching shear strength of restrained slabs." J. Struct. Div., ASCE, 101(9), 1837-1853.
16. Hung, T. Y., and Nawy, E. G. (1971). "Limit strength and serviceability factor in uniformly loaded isotropically reinforced two-way slabs." Cracking deflection and ultimate load of concrete slab systems, ACI Spec. Publ. SP30, Am. Concrete Inst., Detroit, Mich., 301-324.
17. Johansen, K. W. (1948). "The ultimate strength of reinforced concrete slabs." Final Rep., Proc., 3rd Congr., Int. Assn. for Bridge and Struct. Engrg., Liege, Belgium.
18. Kuang, J. S., and Morley, C. T. (1992). "Punching shear behavior of restrained reinforced concrete slabs." ACI Struct. J., (Jan.-Feb.), 13-19.
19. Morley, C. T. (1974). "Some experiments on circular concrete slabs with lateral restraints." Proc., Euromech Conf. on Large Deflection Plasticity, Warsaw, Poland.
20. Ontario highway bridge design code, 2nd Ed. (1983). Hwy. Engrg. Div., Ontario Ministry of Transp. and Communications, Downsview, Ontario, 357.
21. Park, P., and Gamble, W. L. (1980). Reinforced concrete slabs. John Wiley & Sons, Inc., New York, N.Y., 618.
22. Perdikaris, P. C., and Beim, S. R. (1988). "Design of concrete bridge decks." FHWA/OH-88/004, Final Res. Rep. prepared for the Ohio Dept. of Transp.
23. Perdikaris, P., and Petrou, M. (1991). "Code predictions vs. small scale bridge deck model test measurements." Proc., 3rd Bridge Engrg. Conf. Transp. Res. Record No. 1290, 1, 179-187.
24. Perdikaris, P. C., Petrou, M. F., and Wang, A. (1993). "Fatigue strength and stiffness of reinforced concrete bridge decks." FHWA/OH-93/016, Final Res. Rep. prepared for the Ohio Dept. of Transp.
25. Petrou, M. F., and Perdikaris, P. C. (1990). "Small scale model tests: arching action in reinforced concrete bridge decks." Proc., 3rd Int. Conf. on Short and Medium Span Bridges, Toronto, Canada, 317-326.
26. Petrou, M. F. (1991). "Behavior of concrete bridge deck models subjected to concentrated load - Ontario vs. AASHTO," MS thesis, Case Western Reserve Univ., Cleveland, Ohio.
27. Petrou, M. F., and Perdikaris, P. C. (1996). "Punching shear failure in concrete decks as snap-through instability." Struct. Engrg., ASCE, 122(9), 998-1005.
28. Puckett, J. A., Naiknavare, R. D., and Lohrer, J. D. (1989). "Evaluation of bridge deck utilizing Ontario bridge deck method." Final Rep. FHWA/WY/RR89-002, Wyoming Hwy. Dept. Res., Bridge Branch.
29. Sabnis, G. M., Harris, H. G., White, R. N., and Mirza, M. (1983). Structural modeling and experimental techniques. Prentice-Hall Inc., Englewood Cliffs, N.J., 585.
30. Tsui, C. K., Burns, N. H., and Klingner, R. E. (1986). "Behavior of Ontario-type bridge decks on steel girders: negative moment region and load capacity." Res. Rep. FHWA/TX-86/78+350-3, Project 3-5-83-350, Ctr. of Transp. Res., The Univ. of Texas at Austin, Tex.