Abstract
The focus of this paper was on the development of a new girder distribution factor (GDF) for curved slab on straight girder bridges. To predict the behavior of prestressed concrete (PSC) girder bridges, finite element analyses considering a modeling strategy were conducted. A comparison was drawn between the finite element analyses and the results of a field test, to show the feasibility and application of finite element analyses. A total of 73 models were made, with different variables. A comparison was made between the GDFs in the current American Association of State Highway Transportation Officials (AASHTO) standard specification (2002), in the AASHTO LRFD standard specification (2007), and in the results of finite element analyses. Based on these analyses, GDFs in the AASHTO specifications were overestimated in most bridges, but underestimated in some bridges, especially bridges with curved slab. In this paper, a new GDF equation was proposed, using nonlinear regression analysis in the PSC girder bridge with curved slab, to rationally evaluate wheel load distribution. The proposed GDF equations are expected to provide a refined live load analysis for the PSC girder bridge with curved slab.
Similar content being viewed by others
References
Troitsky M.S.: Planning and Design of Bridges. Wiley, New York (1994)
Yonsei, U.: Ahyun Elevated Road, Report Precise Safety Check. Research Report, Seoul, Korea (2001)
AASHTO: AASHTO Standard Specifications for Highway Bridges (17th Ed.), American Association of State Highway and Transportation Officials, Washington (2002)
AASHTO: AASHTO LRFD Bridge Design Specifications (4th Ed.). American Association of State Highway and Transportation Officials, Washington (2007)
Nürnberger U.: Corrosion induced failure mechanisms of prestressing steel. Mater. Corros. 53(8), 591–601 (2002)
Nürnberger U.: Reasons and prevention of corrosion-induced failures of prestressing steel in concrete. Int. J. Struct. Eng. 1(1), 29–39 (2009)
Amer A., Arockiasamy M., Shahawy M.: Load distribution of existing solid slab bridges based on field tests. J. Bridge Eng. 4(3), 189–193 (1999)
Barr P.J., Eberhard M.O., Stanton F.: Live-load distribution factors in prestressed concrete girder bridges. J. Bridge Eng. 6(5), 298–306 (2001)
Chen Y.: Distribution of vehicular loads on bridge girders by the FEA using ADINA: modeling, simulation and comparison. Comput. Struct. 72, 127–139 (1999)
Chen Y., Aswad A.: Stretching span capability of prestressed concrete bridges under AASHTO LRFD. J. Bridge Eng. 1(3), 112–120 (1996)
Huo X.S., Wasserman E.P., Zhu P.: Simplified method of lateral distribution of live load moment. J. Bridge Eng. 9(4), 382–390 (2004)
Tabsh S.W., Sahajwani K.: Approximate analysis of irregular slab-on-girder bridges. J. Bridge Eng. 2(1), 11–17 (1997)
Tarhini K.M., Frederick G.R.: Wheel load distribution in I girder highway bridges. J. Struct. Eng. 118(5), 1285–1294 (1992)
Yousif Z., Hindi R.: AASHTO-LRFD live load distribution for beam-and-slab bridges: limitations and applicability. J. Bridge Eng. 12(6), 765–773 (2007)
Kim, J.H.; Ko, W.J.; Park, S.K.: Research for curved PSC I-girder bridge under traffic load. In: Korea Institute for Structural Maintenance Inspection (KSMI) Annual Conference, Seoul, Korea, pp. 107–111 (2002)
Sanders, W.W.: Distribution of Wheel Loads on Highway Bridges, National Cooperative Highway Research Program Synthesis of Highway Practice 3, Washington (1984)
Newmark N.M.: Design of I-beam bridges. J. Struct. Div. 74(1), 30–305 (1948)
Zokaie T.: AASHTO-LRFD live load distribution specifications. J. Bridge Eng. 5(2), 131–138 (2000)
Zokaie, T.; Osterkamp, T.A.; Imbsen, R.A.: Distribution of Wheel Loads on Highway Bridges. National Cooperative Highway Research Program, Report 12-26, Washington (1991)
Mabsout M.E., Tarhini K.M., Frederick G.R., Tayar C.: Finite-element analysis of steel girder highway bridges. J. Bridge Eng. 2(3), 83–87 (1997)
Kim, J.H.: Live Load Distribution on PSC-Beam Bridges with Curved Slab. M.E. Thesis, Sungkyunkwan University, Korea (2002)
KSCE: Prestress Concrete Standard Specification. Korean Society of Civil Engineers, Ministry of Construction, Korea (1966)
Keogh D.L., O’Brien E.J.: Recommendations on the use of a 3-D grillage model for bridge deck analysis. Struct. Eng. Rev. 8(4), 357–366 (1996)
Ebeido T., Kennedy J.B.: Girder moments in simply supported skew composite bridges. Can. J. Civ. Eng. 23(4), 904–916 (1996)
CSI Computer & Structures Inc.: SAP2000 Linear and Nonlinear Static and Dynamic Analysis of Three-Dimensional Structures. Computer & Structures Inc., California, USA (2004)
SPSS Inc.: SPSS Statistics for Windows (Version 17.0), SPSS Inc., Chicago, USA (2008)
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Cho, D., Park, S. & Hong, S. Evaluation of Girder Distribution Factor in PSC Girder Bridge with Curved Concrete Slab Based on AASHTO Specifications. Arab J Sci Eng 39, 7635–7646 (2014). https://doi.org/10.1007/s13369-014-1307-0
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s13369-014-1307-0