Punching-shear behavior of bridge decks under fatigue loading

ACI Structural Journal

Volumn 99, Issue 3, 2002, Pages 257-266

  Graddy, John C ^a   Kim, Jubum ^b   Whitt, James H ^c   Burns, Ned H ^d   Klingner, Richard E ^d  

^a Lea+Elliot Inc   (United States)

^b UNIVERSITY OF WASHINGTON   (United States)

^c HKS Inc   (United States)

^d UNIVERSITY OF TEXAS AT AUSTIN   (United States)

Author keywords

Fatigue; Punching shear; Shear; Slab

Indexed keywords

CONCRETE SLABS; FATIGUE TESTING; FINITE ELEMENT METHOD; PRECAST CONCRETE; PRESTRESSING; PUNCHING; SHEAR STRESS; STRUCTURAL LOADS;

FATIGUE LOADING;

BRIDGE DECKS;

EID: 0036590328     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. Abendroth, R. E.; Pratanata, H.; and Singh, B., 1991, "Composite Precast Prestressed Concrete Bridge Slabs," Final Report, Iowa DOT Project HR-319, ISU-ERI-Ames-92076, Engineering Research Institute, Iowa State University, Ames, Iowa.
2. ACI Committee 318, 1999, "Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (318R-99)," American Concrete Institute, Farmington Hills, Mich., 391 pp.
3. Batchelor, B. deV; Hewitt, B. E.; and Csagoly, P., 1978, "An Investigation of the Fatigue Strength of Deck Slabs of Composite Steel/Concrete Bridges," Transportation Research Record No. 664, pp. 153-161.
4. Elling, C. W.; Klingner, R. E.; and Burns, N. H., 1986, "Distribution of Girder Loads in a Composite Highway Bridge," Research Report 350-2, Center for Transportation Research, University of Texas at Austin, Austin, Tex.
5. Fang, I.-K.; Worley, J.; Klingner, R. E.; and Burns, N. H., 1986, "Behavior of Ontario-Type Bridge Decks on Steel Girders," Research Report 350-1, Center for Transportation Research, University of Texas at Austin, Austin, Tex.
6. Fang, I.-K.; Worley, J.; Klingner, R. E.; and Burns, N. H., 1990a, "Behavior of Isotropic Concrete Bridge Decks on Steel Girders," Structures Journal, ASCE, V. 116, No. 3, Mar., pp. 659-679.
7. Fang, I.-K.; Tsui, C. K.-T.; Burns, N. H.; and Klingner, R. E., 1990b, "Fatigue Behavior of Cast-in-Place and Precast Panel Bridge Decks with Isotropic Reinforcement," PCI Journal, V. 35, No. 3, May-June 1990, pp. 28-39.
8. Graddy, J. C.; Burns, N. H.; and Klingner, R. E., 1995, "Factors Affecting the Design Thickness of Bridge Slabs," Research Report CTR 0-1305-3F, Center for Transportation Research, University of Texas at Austin, Austin, Tex., Mar.
9. Kim, J.; Burns, N. H.; and Klingner, R. E., 1994, "Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test," Research Report 1305-2, Center for Transportation Research, The University of Texas at Austin, Austin, Tex.
10. Kim, K. H.; Klingner, R. E.; Burns, N. H.; and Dominguez, J., 1988, "Behavior of Skew Bridges with Ontario-Type Decks," Research Report 350-4F, Center for Transportation Research, University of Texas at Austin, Austin, Tex.
11. Klingner, R. E.; Fang, I.-K.; Tsui, C. K.-T.; and Burns, N. H., 1990, "Load Capacity of Isotropically Reinforced, Cast-in-Place and Precast Panel Bridge Decks," PCI Journal, V. 35, No. 4, July-Aug., pp. 104-114.
12. Matsui, S.; Sonoda, K.; Okamura, H.; and Okada, K., 1986, "Concepts for Deterioration of Highway Bridge Decks and Fatigue Studies," International Symposium on Fundamental Theory of Reinforced and Prestressed Concrete, Nanjing, China, Sept., pp. 831-838.
13. Perdikaris, P. C., and Beim, S., 1988, "RC Bridge Decks under Pulsating and Moving Load," ASCE Journal of Structural Engineering, V. 114, No. 3, Mar., pp. 591-607.
14. Perdikaris, P. C.; Beim, S.; and Bousias, S. N., 1989, "Slab Continuity Effect on Ultimate and Fatigue Strength of Reinforced Concrete Bridge Deck Models," ACI Structural Journal, V. 86, No. 4, July-Aug., pp. 483-491.
15. Tsui, C. K.-T.; Burns, N. H.; and Klingner, R. E., 1986, "Behavior of Ontario-Type Bridge Decks on Steel Girders: Negative Moment Region and Load Capacity," Research Report 350-3, Center for Transportation Research, University of Texas at Austin, Austin, Tex.
16. Whitt, J.; Kim, J.; Burns, N. H.; and Klingner, R. E., 1993, "Factors Affecting the Design Thickness of Bridge Slabs: Test Setup," Research Report 1305-1, Center for Transportation Research, University of Texas at Austin, Austin, Tex.