Restraint moments in bridges with full-span prestressed concrete form panels

PCI Journal

Volumn 43, Issue 1, 1998, Pages 54-68

  Peterman, Robert J ^a   Ramirez, Julio A ^a  

^a PURDUE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; CRACK PROPAGATION; DEFORMATION; PRESTRESSED BEAMS AND GIRDERS; PRESTRESSED CONCRETE; STRUCTURAL DESIGN; STRUCTURAL PANELS;

COMPOSITE CAST IN PLACE CONCRETE TOPPING; RESTRAINT MOMENTS;

BRIDGES;

EID: 0031676370     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.01011998.54.73     Document Type: Article

References (12)

1. Hays, C., Cox, R., and Obranic, G., "Full Span Form Panels for Short Span Highway Bridges (Final Report U17F)," Department of Civil Engineering, University of Florida, Gainesville, FL, 1980.
2. Peterman, R., and Ramirez, J., "Testing of Multi-Span Bridges with Full-Span Precast Prestressed Concrete Panels (Phase 1-Final Report FHWA/ IN/JHRP-96-17)," Purdue University for INDOT and FHWA (Project HPR-2097), West Lafayette, IN, May 1997.
3. Mattock, A., "Precast-Prestressed Concrete Bridges 5: Creep and Shrinkage Studies," Journal of the PCA Research, Portland Cement Association, Skokie, IL, May 1961, pp. 32-66.
4. Freyermuth, C., "Design of Continuous Highway Bridges with Precast, Prestressed Concrete Girders," PCI JOURNAL, V. 14, No. 2, April 1969, pp. 14-39.
5. Oesterle, R., Glikin, J., and Larson, S., "Design of Simple-Span Precast Prestressed Bridge Girders Made Continuous (Final Report)," Construction Technology Laboratories, Inc. for National Cooperative Highway Research Program, Transportation Research Board (NCHRP Project 12-29), Skokie, IL, May 1989.
6. Dischinger, F., "Investigations on Resistance to Buckling, Elastic Deformation and Creep of Concrete in Arch Bridges (Unntersuchungen Uber die Knicksicherheit, die Elastiche Verformung und das Kriechen des Betons bei Bogenbruecken)," Der Bauingenieur, V. 18. No. 39/40, October 1937. pp. 595-621, and V. 20, No. 47/48, December 1939, Berlin, Germany.
7. Dischinger, F., "Investigations on Resistance to Buckling, Elastic Deformation and Creep of Concrete in Arch Bridges (Unntersuchungen Uber die Knicksicherheit, die Elastiche Verformung und das Kriechen des Betons bei Bogenbruecken)," Der Bauingenieur, V. 18. No. 39/40, October 1937. pp. 595-621, and V. 20, No. 47/48, December 1939, Berlin, Germany.
8. PCI Committee on Prestress Losses, "Recommendations for Estimating Pre-stress Losses," PCI JOURNAL, V. 20, No. 4, July-August 1975, pp. 45-75.
9. Buckner C., and Turner, H., "Performance Tests of Full Span Panel Form Bridges (Final Report 80-1c)," Research and Development Section. Louisiana Department of Transportation and Development, Baton Rouge, LA, 1981.
10. AASHTO, LRFD Bridge Design Specifications, Customary U.S. Units First Edition, American Association of State Highway and Transportation Official (NCHRP Project 12-29), Washington, D.C., May 1989.
11. Corley, W., and Sozen, M., "Time Dependent Deflections of Reinforced Concrete Beams," ACI Journal, V. 63, No. 3, March 1966, pp. 373-386.
12. ACI Committee 209, "Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures," Special Publication SP-76, American Concrete Institute, Farmington Hills, MI, 1982, pp. 193-300.