Revolute Joint Approach to Model Joint Mechanism in Water-Filled Road Safety Barriers

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Portable water-filled road barriers (PWFB) are roadside structures placed on temporary construction zones to separate work site from traffic. Recent changes in governing standards require PWFB to adhere to strict compliance in terms of lateral displacement and vehicle redirectionality. Actual PWFB test can be very costly, thus researchers resort to Finite Element Analysis (FEA) in the initial designs phase. There has been many research conducted on concrete barriers and flexible steel barriers using FEA, however not many was done pertaining to PWFB. This research probes a new technique to model joints in PWFB. Two methods to model the joining mechanism are presented and discussed in relation to its practicality and accuracy. Moreover, the study of the physical gap and mass of the barrier was investigated. Outcome from this research will benefit PWFB research and allow road barrier designers better knowledge in developing the next generation of road safety structures.

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763-768

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May 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. Bickford, An Introduction to the Design and Behavior of Bolted Joints, Third Edition, Revised and Expanded: Taylor & Francis, (1995).

Google Scholar

[2] A. Tabiei and J. Wu, Roadmap for crashworthiness finite element simulation of roadside safety structures, Finite Elements in Analysis and Design, vol. 34, pp.145-157, (2000).

DOI: 10.1016/s0168-874x(99)00035-9

Google Scholar

[3] M. I. Thiyahuddin, Gu Y. T, Thambiratnam D. P, Gover, R. B, Safety enhancement of water-filled road safety barriers using interaction of composite materials , International Journal of Technology, vol. 4, p.10, (2013).

DOI: 10.14716/ijtech.v4i3.119

Google Scholar

[4] R. B. Gover, Thiyahuddin, M. I, Yan, C., Oloyede, A., Gu Y.T., , Development of a combined FE/SPH model of a road safety barrier, presented at the 4th International Conference on Computational Methods (ICCM2012) Gold Coast, Australia, (2012).

Google Scholar

[5] T. Belytschko, Lin, J. I, Tsay, C. H, Explicit algorithms for the nonlinear dynamics of shells, Computer Methods in Applied Mechanics and Engineering, vol. 42, pp.225-251, (1984).

DOI: 10.1016/0045-7825(84)90026-4

Google Scholar

[6] J. O. Hallquist, LS-DYNA keyword user manual version 971. Livermore, California, (2007).

Google Scholar

[7] National Crash Analysis Center and G. W. University. (2010, 08/26). Finite element model archive. Available: http: /www. ncac. gwu. edu.

Google Scholar

[8] National Crash Analysis Center and G. W. University, Development & validation of a 1994 Chevrolet C2500 pick-up truck FE Model, National Crash Analysis Center, George Washington University, Ashburn, Virginia (2008).

Google Scholar

[9] D. Marzougui, Zink, M., Zaouk, A., Kan, C. D., Bedewi, N., et al., Development and validation of a vehicle suspension finite element model for use in crash simulations, International Journal of Crashworthiness, vol. 9, pp.565-576, 2004/11/01 (2004).

DOI: 10.1533/ijcr.2004.0311

Google Scholar

[10] M. I. Thiyahuddin, Gu Y. T, Thambiratnam D. P, Gudimetla P. G, Impact & energy absorption of road safety barriers by coupled SPH/FEM, International Journal of Protective Structures, vol. 3, p.16, 11/09/2012 (2012).

DOI: 10.1260/2041-4196.3.3.257

Google Scholar

[11] M. I. Thiyahuddin, Gu Y. T, Thambiratnam D. P, Gover, R. B, Fluid-structure interaction analysis of full scale vehicle-barrier impact using coupled SPH-FEA , Engineering Analysis with Boundary Elements, p.17, 8/10/2013 (2013).

DOI: 10.1016/j.enganabound.2013.10.007

Google Scholar

[12] M. I. Thiyahuddin, Gu Y. T, Thambiratnam D. P, A Coupled SPH/FEM analysis of portable water filled barriers, presented at the 4th International Conference on Computational Methods (ICCM2012) Gold Coast, Australia, (2012).

Google Scholar