Cumulative damage to bridge concrete deck slabs due to vehicle loading

Journal of Bridge Engineering

Volumn 4, Issue 1, 1999, Pages 80-82

  Boothby, Thomas E ^a   Laman, Jeffrey A ^a,b  

^a The Pennsylvania State University   (United States)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BRIDGES; FAILURE (MECHANICAL); FORTRAN (PROGRAMMING LANGUAGE); LOADS (FORCES); MATHEMATICAL MODELS;

CUMULATIVE DAMAGE; DECK SLABS;

BRIDGE DECKS;

EID: 0033077470     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1999)4:1(80)     Document Type: Article

References (17)

1. Ayyub, B. M., Schelling, D. R., Fu, C. C., and Hassan, M. H. (1992). "Bridge sampling for evaluating structural impact of trucks." J. Adv. Transp., 26(1), 79-85.
2. Batchelor, B. deV., Hewitt, B. E., Csagoly, P.. and Holowka, M. (1978). "Investigation of the ultimate strength of deck slabs of composite steel/ concrete bridges." Transp. Res. Rec. 664, Transportation Research Board, Washington, D.C., 162-170.
3. Beeby, A. W. (1978). "Corrosion of reinforcing steel in concrete and its relation to cracking." The Struct. Engr., 58A(3), 77-81.
4. "Considerations for design of concrete structures subjected to fatigue loading." (1992). Manual of concrete practice, part I, American Concrete Institute, Detroit.
5. Csagoly, P., Holowka, M., and Dorton, R. (1978). "The true behavior of thin concrete bridge slabs." Transp. Res. Rec. 664, Transportation Research Board, Washington, D.C., 171-179.
6. Csagoly, P. F., and Lybas, J. M. (1989). "Advanced design method for concrete bridge deck slabs." Concrete Int., 11(5), 53-62.
7. Dagher, H., Hamilton, W., and Kulendran, S. (1990). "Durability of concrete bridge decks with reduced reinforcement." Bridge evaluation, repair and rehabilitation, A. Nowak, ed., Kluwer Academic, Boston, 603-614.
8. Fitch, M. G., Weyers, R. E., and Johnson, S. D. (1995). "Determination of end of functional service life for concrete bridge decks." Transp. Res. Res. 1490, Transportation Research Board, Washington, D.C., 60-66.
9. Hewitt, B. E., and Batchelor, B. deV. (1975). "Punching shear strength of restrained slabs." J. Struct. Div., ASCE, 101(9), 1837-1853.
10. James, R. W., Zimmerman, R. A., and Loper, J. H. (1988). "Effects of repeated heavy loads on highway bridges." Res. Rep. 462-1F, Texas Transportation Institute, College Station, Tex., July.
11. James, R. W., Zimmerman, R. A., and McCreary, C. R. Jr. (1987). "Effects of overloads on deterioration of concrete bridges." Transp. Res. Rec. 1118, Transportation Research Board, Washington, D.C., 65-72.
12. Kinnuenen, S., and Nylander, H. (1960). "Punching of concrete slabs without shear reinforcement." Trans., Royal Inst. of Technol., No. 158, Stockholm.
13. Matsui, S., and Muto, K. (1993). "Rating for evaluation of deteriorated reinforced concrete slabs of highway bridges." Proc., 2nd Int. Conf. on Bridge Mgmt., Thomas Telford, London, 75-80.
14. Perdikaris, P. C., and Beim, S. (1988). "RC bridge decks under pulsating and moving load." J. Struct. Engrg., ASCE, 114(3), 591-607.
15. Schiessl, P. (1975). "Admissible crack width in reinforced concrete structures." Proc., Inter-Assoc. Colloquium on the Behavior in Service of Concrete Struct., Vol. II, Liege, 3-17.
16. Tawfiq, K. (1994). Fatigue fracture in concrete. Vols. I and II, Dept. of Civ. Engrg., Florida State University, Tallahassee, Fla.
17. Tong, P. Y., and Batchelor, B. deV. (1971). "Compressive membrane enhancement in two-way bridge slabs." Cracking, deflection and ultimate load of concrete slab systems, American Concrete Institute SP-30, 271-286.