Technical Papers
Mar 30, 2018

Safety Assessment of Continuous Beam Bridges under Overloaded Customized Transport Vehicle Load

Publication: Journal of Bridge Engineering
Volume 23, Issue 6

Abstract

This paper presents the safety assessment of prestressed concrete box-beam (PCB) bridges under customized transport vehicle (CTV) load. First, the recorded data of 81,616 CTVs were used in the investigation of load characteristics, in which five typical CTV types were extracted and the corresponding critical CTVs were determined. Second, the effects of PCB bridges under critical CTV loads were compared with the design load effect of AASHTO and the Ministry of Communications and Transportation (MOCAT). Third, the safety assessment of PCB bridges under critical CTV loads was accomplished with the presented reliability-based load rating method, in which the partial factor of CTV load effect is optimized by considering the benefit and failure cost upon the passing of CTVs. Adopting different partial factors for the CTV load effect according to the gross vehicle weight is proposed. The multilevel ratio of indirect cost to direct cost was adopted to investigate its influences on target reliability index, partial factor, and assessment results. The analysis results show that the ratio of indirect cost to direct cost has a greater influence on target reliability index rather than the partial factor of CTV load effect and the assessment results. For the PCB bridges under CTV load, the negative bending moment may control the structure safety instead of the positive bending moment in some load cases. The proposed analysis framework and the results can be used in the safety assessment of other bridge types under CTV load and traffic permitting.

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Acknowledgments

This work was supported by the National Science Foundation of China (Project 51278064) and Fundamental Research Funds for the Central Universities (Projects 310821162008, 310821173401, 300102218702, and 310821161025).

References

AASHTO. 2011. The manual for bridge evaluation. 2nd ed. Washington, DC: AASHTO.
AASHTO. 2012. LRFD bridge design specifications. 6th ed. Washington, DC: AASHTO.
Adams, T. M., S. Malaikrisanachalee, C. Blazquez, S. Lueck, and A. Vonderohe. 2002. “Enterprise-wide data integration and analysis for oversize/overweight permitting.” J. Comput. Civ. Eng. 16(1): 11–22.
ARCHES (Assessment and Rehabilitation of Central European Highway Structures). 2009. Recommendations on dynamic amplification allowance. Deliverable D10. ARCHES-22-DE10. Brussels, Belgium: European Commission.
Bae, H. U., and M. G. Oliva. 2012. “Moment and shear load distribution factors for multigirder bridges subjected to overloads.” J. Bridge Eng. 17(3): 519–527.
Cai, C. S., X. M. Shi, M. Araujo, and S. R. Chen. 2007. “Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges.” Eng. Struct. 29(12): 3210–3226.
CAIC-CATRC (China Automobile Industry Corporation and China Automotive Technology and Research Center). 1993. Manual of Chinese vehicle type, Shandong science and technology. Shandong, China: CAIC-CATRC (in Chinese).
Cantieni, R. 1992. Dynamic behavior of highway bridges under the passage of heavy vehicles. Rep. No. 220. Dübendorf: Swiss Federal Laboratories for Materials Testing and Research (EMPA).
Casas, J. R. 1996. “Horizontal and vertical bridge dynamic response to vehicle loading.” Int. J. Veh. Des. 3(1–4): 80–96.
Casas, J. R., and A. C. Aparicio. 2001. “Computer-based bridge management system for permit vehicle routing.” Comput.-Aided Civ. Infrastruct. Eng. 16(6): 444–454.
Casas, J. R., A. C. Aparicio, G. Ramos, and A. Sanchez-Rey. 1999. “BMS for permit vehicle routing in Spain.” In Proc., Int. Bridge Management Conf. Washington, DC: TRB-FHWA.
Caspeele, R. C. E., R. D. J. M. Steenbergen, and L. R. Taerwe. 2013. “An adjusted partial factor method for temporary structures compatible with the Eurocode framework.” Civ. Eng. Environ. Syst. 30(2): 97–114.
Deng, L., and C. S. Cai. 2010. “Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges.” Eng. Struct. 32: 21–31.
Deng, L., and F. Wang. 2015. “Impact factors of simply supported prestressed concrete girder bridges due to vehicle braking.” J. Bridge Eng. 20(11): 06015002.
Enright, B., and E. J. O’Brien. 2013. “Monte Carlo simulation of extreme traffic loading on short and medium span bridges.” Struct. Infrastruct. Eng. 9(12): 1267–1282.
FHWA (Federal Highway Administration). 1994. Bridge formula weights. Washington, DC: US Dept. of Transportation, FHWA.
FHWA (Federal Highway Administration). 2002. “Accelerated bridge repairs: Meeting the challenge in Oklahoma.” Accessed December 8, 2017. www.tfhrc.gov/focus/aug02/0.1.htm.
Fiorillo, G., and M. Ghosn. 2014. “Procedure for statistical categorization of overweight vehicles in a WIM database.” J. Transp. Eng. 140(5): 04014011.
GAQSIQ (General Administration of Quality Supervision, Inspection and Quarantine of P.R.C). 1999. Unified standard for reliability design of highway engineering structures. GB/T 50283-1999. Beijing: GAQSIQ (in Chinese).
GAQSIQ (General Administration of Quality Supervision, Inspection and Quarantine of P.R.C). 2016. Limits of dimensions, axle load and masses for motor vehicles, trailers and combination vehicles. GB 1589-2016. Beijing: GAQSIQ (in Chinese).
Getachew, A., and E. J. Obrien. 2007. “Simplified site-specific traffic load models for bridge assessment.” Struct. Infrastruct. Eng. 3(4): 303–311.
Gheitasi, A., and D. K. Harris. 2015. “Overload flexural distribution behavior of composite steel girder bridges.” J. Bridge Eng. 20(5): 04014076.
Guo, T., D. M. Frangopol, and Y. W. Chen. 2012. “Fatigue reliability assessment of steel bridge details integrating weigh-in-motion data and probabilistic finite element analysis.” Comput. Struct. 112–113: 245–257.
Hambly, E. C. 1991. Bridge deck behavior. 2nd ed. New York: CRC Press.
Han, W. S., J. Wu, C. S. Cai, and S. R. Chen. 2015. “Characteristics and dynamic impact of overloaded extra heavy trucks on typical highway bridges.” J. Bridge Eng. 20(2): 05014011.
Han, W. S., S. J. Yuan, and L. Ma. 2014. “Vibration of vehicle-bridge coupling system with measured correlated road surface roughness.” Struct. Eng. Mech. 51(2): 315–331.
Han, W. S., Y. G. Yuan, P. M. Huang, J. Wu, T. Wang, and H. J. Liu. 2017. “Dynamic impact of heavy traffic load on typical T-beam bridges based on WIM data.” J. Perform. Constr. Facil. 31(3): 04017001.
Han, W. S., Y. G. Yuan, Q. Xie, X. Chen, and P. M. Huang. 2018. “Reliability-based truck weight regulation of small- to medium-span bridges.” J. Bridge Eng. 23(1): 04017109.
He, A. D. 2011. “Research on reliability evaluation of concrete girder bridges under super vehicle loads.” Ph.D. dissertation, Guangdong Univ. of Technology (in Chinese).
Holicky, M., J. Markova, and M. Sykora. 2014. “Target reliability levels in present standards.” Trans. VSB-Tech. Univ. Ostrava, Civ. Eng. Ser. 14(2): 46–53.
HPTD (Henan Provincial Transport Department). 2010. “Measures for the administration of customized transport vehicle in Henan Province [EB/OL].” Accessed December 5, 2016. http://www.hncd.gov.cn/portal/index.htm (in Chinese).
ISO (International Organization for Standardization). 1995. Mechanical vibration-road surface profiles—Reporting of measured data. ISO 8068:(E). Geneva: ISO.
ISO (International Organization for Standardization). 2015. General principles on reliability for structures. ISO 2394. Geneva: ISO.
Kim, Y. J. 2012. “Safety assessment of steel-plate girder bridges subjected to military load classification.” Eng. Struct. 38: 21–31.
Kim, Y. J., R. Tanovic, and R. G. Wight. 2010. “Load configuration and lateral distribution of NATO wheeled military trucks for steel I-girder bridges.” J. Bridge Eng. 15(6): 740–748.
Lawson, D. J., C. L. Hing, and J. A. Carota. 2013. “Bridge load rating of a super load using AASHTO LRFR.” In Proc., Structures Congress 2013, 668–679. Reston, VA: ASCE.
Lenner, G., and M. Sýkora. 2016. “Partial factors for loads due to special vehicles on road bridges.” Eng. Struct. 106: 137–146.
Li, Z. B. 2012. “Research on load control standards of large-scale transport on medium and small span PC simply supported girder bridges.” Ph.D. dissertation, Chongqing Jiaotong Univ. (in Chinese).
Liu, B. 2015. “Research on generation mechanism of impact coefficient and reliability assessment of highway bridges in oversize transport.” Ph.D. dissertation, Shandong Univ. (in China).
Mei, G., Q. Qin, and D.-J. Lin. 2004. “Bimodal renewal processes models of highway vehicle loads.” Reliab. Eng. Syst. Saf. 83(3): 333–339.
Minervino, C., B. Sivakumar, F. Moses, D. Mertz, and W. Edberg. 2004. “New AASHTO guide manual for load and resistance factor rating of highway bridges.” J. Bridge Eng. 9(1): 43–54.
MOCAT (Ministry of Communications and Transportation). 2004. General code for design of highway bridges and culverts. JTG D60-2004. Beijing: MOCAT (in Chinese).
MOCAT (Ministry of Communications and Transportation). 2011. Specification for inspection and evaluation of load-bearing capacity of highway bridges. JTG/T J21-2011. Beijing: MOCAT.
MOCEC (Ministry of Communications Expert Committee). 2007. Standard drawings of highway bridges. Beijing: China Communications Press (in Chinese).
OBrien, E. J., and B. Enright. 2013. “Using weigh-in-motion data to determine aggressiveness of traffic for bridge loading.” J. Bridge Eng. 18(3): 232–239.
Ruan, X., J. Y. Zhou, X. F. Shi, and C. C. Caprani. 2017. “A site-specific traffic load model for long-span multi-pylon cable-stayed bridges.” Struct. Infrastruct. Eng. 13(4): 494–504.
Steenbergen, R. D. J. M., and A. C. W. M. Vrouwenvelder. 2010. “Safety philosophy for existing structures and partial factors for traffic loads on bridges.” Heron. 55(2): 123–139.
Sykora, M., D. Diamantidis, M. Holicky, and K. Jung. 2017. “Target reliability for existing structures considering economic and societal aspects.” Struct. Infrastruct. Eng. 13(1): 181–194.
Tabsh, S. W., and M. Tabatabai. 2001. “Live load distribution in girder bridges subject to oversized trucks.” J. Bridge Eng. 6(1): 9–16.
Thoft-Christensen, P. (2009). “Life-cycle cost-benefit (LCCB) analysis of bridges from a user and social point of view.” Struct. Infrastruct. Eng. 5(1): 49–57.
Xie, H. B., Y. F. Wang, H. L. Wu, and Z. Li. 2014. “Condition assessment of existing RC highway bridges in China based on SIE2011.” J. Bridge Eng. 19(12): 04014053.
Yang, G. Y. 2007. “Study on the interaction of vehicle random loads and flexible pavement.” Ph.D. dissertation, Central South Univ. (in Chinese).
Yuan, Y. G., W. S. Han, P. M. Huang, J. Zhao, Y. Li, and J. Zhang. 2017. “Structure safety assessment under heavy traffic based on weigh in motion and simulation analysis.” Adv. Struct. Eng. 20(12): 1864–1878.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 23Issue 6June 2018

History

Received: Jun 28, 2017
Accepted: Oct 26, 2017
Published online: Mar 30, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 30, 2018

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Authors

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Wanshui Han [email protected]
Professor, Highway College, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Yangguang Yuan [email protected]
Ph.D. Candidate, Highway College, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]
Lecturer, Highway College, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Lecturer, Highway College, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Guangzhong Gao [email protected]
Lecturer, Highway College, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Jingfeng Zhang [email protected]
Lecturer, Highway College, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]

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