Technical Papers
Jan 25, 2013

Finite-Element and Simplified Models for Collision Simulation between Overheight Trucks and Bridge Superstructures

Publication: Journal of Bridge Engineering
Volume 18, Issue 11

Abstract

Accidental collisions between overheight trucks and bridge superstructures have occurred frequently in recent years. These collisions dramatically affect the safety of bridge structures and traffic systems in metropolitan areas. Frequent collision-induced bridge damages have highlighted the importance of scientific research in this field. In this study, considering the inherent difficulties of full-scale laboratory testing, the FEM is used to simulate the collision procedure. The finite-element (FE) results indicate that collisions between overheight trucks and bridge superstructures induce two types of failure modes, global damage and local damage, which need to be incorporated into bridge design guidelines. The numerical results also reveal that the collision forces are mainly influenced by the parameters associated with overheight trucks. To reduce computational costs and facilitate engineering application, a simplified model for calculating the collision forces is also proposed. The predictions of the simplified model, although slightly conservative, are in good agreement with the FE results.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the financial support provided by the National Natural Science Foundation of China (Grant Nos. 51222804 and 50808106), the Major S&T Special Project of the Ministry of Transport of the People’s Republic of China (Grant No. 2011-318-223-170), the Tsinghua University Initiative Scientific Research Program (Grant Nos. 2010THZ02-1 and 2011THZ03), and the Program for New Century Excellent Talents in University (NCET-10-0528).

References

Abendroth, R. E., Fanous, F., and Andrawes, B. O. (2004). “Steel diaphragms in prestressed concrete girder bridges.” Final Rep. to Iowa DOT, No. TR-424, Center for Transportation Research and Education, Iowa State Univ., Ames, IA.
Atahan, A. O., and Cansiz, O. F. (2005). “Impact analysis of a vertical flared back bridge rail-to-guardrail transition structure using simulation.” Finite Elem. Anal. Des., 41(4), 371–396.
Bedi, A. K. (2000). “Study of a typical bridge girder damaged by vehicle impacts.” Proc., 2nd Forensic Engineering Congress, ASCE, Reston, VA, 263–272.
Comité Euro-International du Béton–Fédération International de la Précontrainte (CEB-FIP). (1990). “Model Code 1990,” Thomas Telford, Lausanne, Switzerland.
Dawson, M., and Shenton, H. (2005). “Evaluation of steel bridge girders damaged by over-height vehicle collision.” Rep. Submitted to NSF-REU.http://128.175.10.100/cibre/reu/REU05/Dawson_report.pdf〉 (Nov. 24, 2010).
Dong Feng Cheng Li Special Purpose Vehicle Corporation (DFCLQC). (2010). 〈http://www.dfclqc.com/〉 (Oct. 11, 2010).
El-Tawil, S., Severino, E., and Fonseca, P. (2005). “Vehicle collision with bridge piers.” J. Bridge Eng., 10(3), 345–353.
European Committee for Standardization (CEN). (1991). “Basis of design and actions on structures. Part 1–7: Accidental actions.Eurocode 1, ENV 1991-1-7, Brussels, Belgium.
Fan, W., Yuan, W. C., Yang, Z., and Fan, Q. W. (2011). “Dynamic demand of bridge structure subjected to vessel impact using simplified interaction model.” J. Bridge Eng., 16(1), 117–126.
Feldman, L. R., Jirsa, J. O., and Kowal, E. S. (1998). “Repair of bridge impact damage.” Concr. Int., 20(2), 61–66.
Fu, C. C., Burhouse, J. R., and Chang, G. L. (2004). “Overheight vehicle collisions with highway bridges.” Transporation Research Record 1865, Transportation Research Board, Washington, DC, 80–88.
Harik, I. E., Shaaban, A. M., Gesund, H., Valli, Y. S., and Wang, S. T. (1990). “United States bridge failures, 1951-1988.” J. Perform. Constr. Facil., 4(4), 272–277.
Hite, M. C. (2007). “Evaluation of the performance of bridge steel pedestals under low seismic loads.” Ph.D. thesis, Georgia Institute of Technology, Atlanta.
Jones, N. (1989). Structural impact, Cambridge University Press, Cambridge, U.K.
Kim, Y. J., Green, M. F., and Fallis, G. J. (2008). “Repair of bridge girder damaged by impact loads with prestressed CFRP sheets.” J. Bridge Eng., 13(1), 15–23.
Lai, Y. (2006). “Finite element analysis of impact between heavy vehicle and semi-rigid guardrail.” M.S. thesis, Tongji Univ., Shanghai, China.
Li, G. H., Zhang, C. C., Wang, D. W., and Zhang, H. J. (2005). “Study on live load parameter for highway bridge.” J. Zhengzhou Univ., 26(1), 20–23.
LS-DYNA 970 [Computer software]. Livermore, CA, Livermore Software Technology.
Lu, X. Z., Teng, J. G., Ye, L. P., and Jiang, J. J. (2007a). “Intermediate crack debonding in FRP-strengthened RC beams: FE analysis and strength model.” J. Compos. Constr., 11(2), 161–174.
Lu, X. Z., Zhang, Y. S., Jiang, J. J., Ren, A. Z., and Ning, J. (2007b). “Nonlinear finite element simulation for the impact between over-high truck and bridge-superstructure.” Proc., 7th Int. Conf. on Shock and Impact Loads on Structures, Beijing, 387–394.
Maleki, S. (2004). “Effect of side retainers on seismic response of bridges with elastomeric bearings.” J. Bridge Eng., 9(1), 95–100.
Ministry of Transport of the People’s Republic of China. (2004). General code for design of highway bridges and culverts, China Communications, Beijing.
MSC.MARC [Computer software]. Santa Ana, CA, MSC Software.
National Crash Analysis Center (NCAC). (2010). “Finite element model archive.” 〈http://www.ncac.gwu.edu/vml/models.html〉 (Oct. 24, 2010).
Qiao, P. Z., Yang, M. J., and Mosallam, A. S. (2004). “Impact analysis of I-lam sandwich system for over-height collision protection of highway bridges.” Eng. Struct., 26(7), 1003–1012.
Shanafelt, G. O., and Horn, W. B. (1980). “Damage evaluation and repair methods for prestressed concrete bridge members.” National Cooperative Highway Research Program Rep. 226, Transportation Research Board, Washington, DC.
Sharma, H., Hurlebaus, S., and Gardoni, P. (2008). “Bridge bumper concept and FEA-based design methods to protect bridge girders from overheight vehicle impacts.” Comput. Aided Civ. Infrastruct. Eng., 23(6), 415–426.
Wang, J. H., and Ye, X. Y. (2007). “Application of laser collision avoidance system for crossroads.” Beijing Evening, 〈http://news.sina.com.cn/c/2007-07-31/143012303005s.shtml〉 (Jul. 31, 2007).
Wei, L. (2000). “Establishment of error bounds for the main effect factor in car-to-car collision model.” China J. Highway Transport, 13(1), 109–113.
Xu, L. J., Lu, X. Z., Smith, S. T., and He, S. T. (2012). “Scaled model test for collision between over-height truck and bridge superstructure.” Int. J. Impact Eng., 49(11), 31–42.
Yuan, P., and Harik, I. E. (2010). “Equivalent barge and flotilla impact forces on bridge piers.” J. Bridge Eng., 15(5), 523–532.
Zhang, Y. S., Lu, X. Z., He, S. T., and Lu, X. (2010). “Mechanism and damage modes of collision between over-high trucks and bridge superstructures.” Proc., 2nd Int. Symp. on Computational Mechanics (ISCM II), Hong Kong, 255–260.
Zobel, R. S., Jirsa, J. O., Fowler, D. W., and Carrasquillo, R. L. (1997). “Evaluation and repair of impact-damaged prestressed concrete bridge girders.” Center for Transportation Research Rep. 1370-3F, Bureau of Engineering Research, Univ. of Texas, Austin, TX.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 18Issue 11November 2013
Pages: 1140 - 1151

History

Received: Mar 7, 2012
Accepted: Jan 23, 2013
Published online: Jan 25, 2013
Published in print: Nov 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Liangjin Xu [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China. E-mail: [email protected]
Xinzheng Lu [email protected]
Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
Associate Professor, Griffith School of Engineering, Gold Coast Campus, Griffith Univ., Southport, Queensland 4222, Australia. E-mail: [email protected]
Yansheng Zhang [email protected]
Master Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share