Integral abutment bridge response under thermal loading

Engineering Structures

Volumn 32, Issue 6, 2010, Pages 1495-1508

  Kim, WooSeok ^a   Laman, Jeffrey A ^b  

^a PARSONS BRINCKERHOFF   (United States)

^b PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

Bridge; Integral abutment; Nonlinear; Numerical model; Time dependent

Indexed keywords

ANALYSIS METHOD; AXIAL FORCES; BACKFILL PRESSURE; BRIDGE CONSTRUCTIONS; BRIDGE LENGTH; BRIDGE MATERIALS; BRIDGE RESPONSE; COMPLEX STRUCTURE; CONCRETE CREEP; CONSTRUCTION JOINTS; DESIGN AND ANALYSIS; DESIGN SPECIFICATION; INTEGRAL ABUTMENT; INTEGRAL ABUTMENT BRIDGE; LATERAL FORCE; NON-LINEAR NUMERICAL MODEL; NON-LINEARITY; NUMERICAL MODEL; NUMERICAL MODELING; PARAMETRIC STUDY; PILE BENDING; PILE-SOIL; PRELIMINARY ANALYSIS; PRESTRESSING STEEL; RESPONSE PREDICTION MODEL; SOIL-PILE INTERACTIONS; THERMAL EXPANSION COEFFICIENTS; THERMAL LOADINGS; TIME-DEPENDENT; TIME-DEPENDENT EFFECTS;

BENDING (DEFORMATION); BENDING MOMENTS; BRIDGES; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; NUMERICAL METHODS; PILES; SOILS; STIFFNESS; THERMAL EXPANSION; THERMAL LOAD; THERMAL STRESS; THERMOANALYSIS;

ABUTMENTS (BRIDGE);

BACKFILL; BRIDGE; LOADING; NONLINEARITY; NUMERICAL MODEL; STIFFNESS; TEMPERATURE GRADIENT;

EID: 77952548274     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.01.004     Document Type: Article

References (26)

1. Kim W, Laman JA. Numerical analysis method for long-term behavior of integral abutment bridges. Eng Struct, 2009 (submitted for publication).
2. Kim W. Simplified nonlinear numerical analysis method for integral abutment bridges. In: Proceedings of the 2008 international bridge conference. IBC-08-43, 2008.
3. Civjan S.A., Bonczar C., Breña S.F., DeJong J., Crovo D. Integral abutment bridge behavior: Parametric analysis of Massachusetts bridge. J Bridge Eng 2007, 12(1):64-71.
4. Dicleli M. Integral abutment-backfill behavior on sand soil - pushover analysis approach. J Bridge Eng 2005, 10(3):354-364.
5. Faraji S., Ting J.M., Crovo D.S., Ernst H. Nonlinear analysis of integral bridges: Finite-element model. J Geotech Geoenviron Eng 2001, 127(5):454-461.
6. Thippeswamy H.K., GangaRao H.V.S., Franco J.M. Performance evaluation of jointless bridges. J Bridge Eng 2002, 7(5):276-289.
7. Dicleli M., Albhaisi S.M. Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments. J Constr Steel Res 2004, 60:161-182.
8. American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Design Specifications. Washington (DC): 2008.
9. American Petroleum Institute (API). In: Recommended practice for planning, designing, and constructing fixed offshore platforms-Working stress design. 20th ed., API RP2A-WSD, Washington (DC): 1993.
10. Thomson T.A., Lutenegger A.J. Passive earth pressure tests on an integral bridge abutment. Proceedings: Fourth international conference on case histories in geotechnical engineering 1998, 733-739. 5.15.
11. Paul MD, Laman JA, Linzell DG. Thermally induced superstructure stresses in prestressed girder integral abutment bridges. Washington (DC): J the Transportation Research Board; 2005, p. 287-97.
12. Pugasap K., Kim W., Laman J.A. Long-term response prediction of integral abutment bridges. J Bridge Eng 2009, 14(2):129-139.
13. Laman JA, Linzell DG, Leighty CA, Fennema JL. Methodology to predict movement and stresses in integral abutment bridges. Publication FHWA-PA-2002-039-97-04(80), Pennsylvania Transportation Research Council. 2003.
14. Laman JA, Pugasap K, Kim W. Field monitoring of integral abutment bridges. Publication FHWA-PA-2006-006-510401-01, Pennsylvania Transportation Research Council. 2006.
15. American Association of State Highway and Transportation Officials (AASHTO). AASHTO Guide Specifications Thermal Effects in Concrete Bridge Superstructures. Washington (DC): 1989.
16. Fennema J.L., Laman J.A., Linzell D.G. Predicted and measured response of an integral abutment bridge. J Bridge Eng 2005, 10(6):666-677.
17. Nilson A.H. Design of concrete structures 1991, McGraw-Hill Inc., New York. 11th ed.
18. Oesterle RG, Refai TM, Volz JS, Scanlon A, Weiss WJ. Jointless and integral abutment bridges analytical research and proposed design procedures. Report DTFH61-92-C-00154, FHWA, US Department of Transportation, 1998.
19. Baecher G.B., Christian J.T. Reliability and statistics in geotechnical engineering 2003, John Wiley and Sons, Inc., New York.
20. Duncan J.M. Factors of safety and reliability in geotechnical engineering. J. Geotechnical and Geoenvironmental Eng 2000, 126(4):307-316.
21. Laman JA, Kim W. Monitoring of integral abutment bridges and design criteria development. Final report no. FHWA-PA-2009-PSU002, Harrisburg (PA): Pennsylvania Transportation Research Council; 2009.
22. Breña S.F., Bonczar C.H., Civjan S.A., DeJong J.T., Crovo D.S. Evaluation of seasonal and yearly behavior of an integral abutment bridge. J Bridge Eng 2007, 12(3):296-305.
23. American concrete institute committee 209. prediction of creep, shrinkage, and temperature effects in concrete structures. ACI manual of concrete practice part i. Detroit (MI): American Concrete Institute; 2004.
24. Ghali A., Favre R., Elbadry M. Concrete structures: Stresses and deformation 2002, Spon Press, London. 3th ed.
25. Das B.M. Principles of foundation engineering 1999, Brooks/Cole Publishing Company. 4th ed.
26. Ensoft Inc. LPILE Plus 5.0. Ensoft Inc., Austin, Texas, 2005.