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International Journal of
Civil,Mechanical and Energy Science

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Analysis of Shear Live Load Girder Distribution Factors in Integral bridges using the Finite Element Method( Vol-4,Issue-5,September 2018 )

Author(s):

Mohammed Ahmed, Yasser Khodair

Keywords:

Girders Shear Distribution Factor Equations; AASHOT LRFD Girder Shear Distribution Equations; AASHTO LFD Girder Shear Distribution Equations; Finite Element Model; Integral Abutment Bridges.

Abstract:

This paper studies the accuracy of AASHTO Standard Specifications and AASHTO LRFD design specifications girder distribution factors (GDFs) equations and their applicability to integral abutment bridges (IABs). A three-dimensional (3D) finite element (FE) model of the Scotch Road integral abutment bridge was developed using the finite element software ABAQUS/Cae. The bridge was subjected to vehicular live loading in single and multiple lanes in the FE model(s). The FE model was calibrated using load-displacement data obtained from field testing due to static truck loading. A comparison between the GDFs obtained from the FE models to those computed using both design codes was performed to evaluate their accuracy. A limited parametric study was conducted to evaluate crucial design parameters such as bridge deck thickness, span length, and piles lengths. The results showed that AASHTO LRFD GDFs equations are more conservative compared to those of AASHTO LFD equations in all cases. However, GDFs from the FE models compared more favorably to those calculated based on both design codes for the case single lane loading.

ijaers doi crossrefDOI:

10.22161/ijcmes.4.5.1

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References:

[1] Bae, Han Ug, and Michael G. Oliva. "Moment and shear load distribution factors for multigirder bridges subjected to overloads." Journal of Bridge Engineering 17.3 (2011): 519-527.
[2] Nowak, Andrzej S. "Calibration of LRFD bridge code."Journal of Structural Engineering 121.8 (1995): 1245-1251.
[3] Mabsout, Mounir E., et al. "Finite-element analysis of steel girder highway bridges." Journal of Bridge Engineering 2.3 (1997): 83-87.
[4] Kim, Sangjin, and Andrzej S. Nowak. "Load distribution and impact factors for I-girder bridges." Journal of Bridge Engineering 2.3 (1997): 97-104.
[5] Zokaie, Toorak. "AASHTO-LRFD live load distribution specifications." Journal of bridge engineering 5.2 (2000): 131-138.
[6] Sotelino, Elisa D., et al. "Simplified load distribution factor for use in LRFD design." (2004).
[7] Zokaie, Toorak, Craig Harrington, and Lee Tanase. "High Strength Concrete and LRFD Live Load Distribution Factors." The 2004 Concrete Bridge Conference Federal Highway Administration National Concrete Bridge Council American Concrete Institute (ACI). 2004.
[8] Eom, Junsik, and Andrzej S. Nowak. "Live load distribution for steel girder bridges." Journal of Bridge Engineering 6.6 (2001): 489-497.
[9] Kayser, Jack R., and Andrzej S. Nowak. "Reliability of corroded steel girder bridges." (1989).
[10] Suksawang, Nakin, Hani Nassif, and Dan Su. "Verification of shear live-load distribution factor equations for I-girder bridges." KSCE Journal of Civil Engineering 17.3 (2013): 550-555.
[11] National Cooperaive Highway Research Program, “Distribtuion of Wheel Loads on Highay Bridges” ,Porjcet 12-26/1, 1990.
[12] American Association of State Highway and Transportation Officials (AASHTO), Standard specification for highway bridges, AASHTO, Washington D.C. 1996.
[13] White, Harry. Integral abutment bridges: Comparison of current practice between European countries and the United States of America. Transportation Research and Development Bureau, New York State Department of Transportation, 2007.
[14] Arsoy, Sami, Richard M. Barker, and J. Michael Duncan. "The behavior of integral abutment bridges." VTRC 00-CR3. Virginia Transportation Research Council. 1999.
[15] Brendler, Scott, and Yasser Khodair. "Evaluation of Live Load Distribution Factors in Integral Bridges Using the Finite Element Method", 2017.
[16] Suksawang, Nakin, and Hani Nassif. "Development of live load distribution factor equation for girder bridges." Transportation Research Record: Journal of the Transportation Research Board 2028 (2007): 9-18.
[17] Brendler, Scott A, Khodair, Yassir. “Live Load Distribution Factors For Steel Girder Integral Abutment Bridges” International Journal of Bridge Engineering (IJBE), Vol. 4, No. 2, (2016), pp. 1-12
[18] Brendler, Scott A. Live Load Distribution Factors for Steel Girder Integral Abutment Bridge. Diss. Bradley University, 2015.
[19] Dehne, Youssef, and Sophia Hassiotis. "Seismic Analysis of Integral Abutment Bridge—Scotch Road I-95 Project." 16th ASCE Engineering Mechanics Conference, University of Washington, Seattle. 2003.
[20] AASHTO LRFD Bridge Design Specifications. Washington, D.C.: American Association of State Highway and Transportation Officials, 2014. Print.
[21] Abaqus user’s manual, version 6.13-2; Dassault Systèmes, 2018