Abstract
Impact-induced loads associated with barge-to-bridge collisions frequently control the design of bridges spanning navigable waterways. To design for such loads, widely used bridge design standards use an approach in which impact loads are computed from the kinetic energy of either a single impacting barge or a multibarge flotilla. Within a flotilla, individual barges are arranged into columns and rows and are connected together with lashing elements, such as wire-rope cables. During impact these lashings elongate and may rupture, influencing the degree of overall flotilla mass that contributes to impact force generation. In this study, finite-element impact simulations are used to investigate lashing deformation and relative sliding between barge columns during flotilla impacts with bridge piers. After analytically quantifying the fraction of overall vessel mass, which contributes to impact load generation, an “effective flotilla mass” is formulated for use in bridge design. Importantly, the majority of impact simulation results indicate that the effective flotilla mass is nearly equal to total flotilla mass rather than the impacting-column mass presently assumed by bridge design standards.
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References
AASHTO. 2009. Guide specification and commentary for vessel collision design of highway bridges. 2nd ed. Washington, DC: AASHTO.
AASHTO. 2017. LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.
ASTM. 2014. Standard specification for carbon structural steel. ASTM A36/A36M-14. West Conshohocken, PA: ASTM.
Consolazio, G. R., and D. R. Cowan. 2005. “Numerically efficient dynamic analysis of barge collisions with bridge piers.” J. Struct. Eng. 131 (8): 1256–1266. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:8(1256).
Consolazio, G. R., M. T. Davidson, and D. R. Cowan. 2009. “Barge bow force-deformation relationships for barge-bridge collision analysis.” Transp. Res. Rec. 2131 (1): 3–14. https://doi.org/10.3141/2131-01.
Consolazio, G. R., and R. A. Walters. 2012. Development of multi-barge flotilla finite element models for use in probabilistic impact analysis of flexible walls. Structures Research Rep. No. 2012/94753. Gainesville, FL: Dept. of Civil and Coastal Engineering, Univ. of Florida.
Consolazio, G. R., R. A. Walters, and Z. S. Harper. 2012. Development of finite element models for studying multi-barge flotilla impacts. Structures Research Rep. No. 2012/87754. Gainesville, FL: Dept. of Civil and Coastal Engineering, Univ. of Florida.
Consolazio, G. R., and J. R. Wilkes. 2013. Determination of multi-barge flotilla impact loads on bullnose structures and flexible timber guide walls. Structures Research Rep. No. 2013/96918. Gainesville, FL: Dept. of Civil and Coastal Engineering, Univ. of Florida.
Fan, W., and W. C. Yuan. 2012. “Shock spectrum analysis method for dynamic demand of bridge structures subjected to barge collisions.” Comput. Struct. 90–91 (Jan): 1–12. https://doi.org/10.1016/j.compstruc.2011.10.015.
Fan, W., Y. Zhang, and B. Liu. 2016. “Modal combination rule for shock spectrum analysis of bridge structures subjected to barge collisions.” J. Eng. Mech. 142 (2): 04015083. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001004.
Getter, D. J., M. T. Davidson, G. R. Consolazio, and R. C. Patev. 2015. “Determination of hurricane-induced barge impact loads on floodwalls using dynamic finite element analysis.” Eng. Strut. 104 (Dec): 95–106. https://doi.org/10.1016/j.engstruct.2015.09.021.
Kantrales, G. C. 2016. “Evaluation of barge flotilla aberrancy rates and inter-barge relative motions for the analysis and design of waterway bridge structures subject to barge collisions.” Doctoral dissertation, Univ. of Florida.
Kantrales, G. C., and G. R. Consolazio. 2016. “Factors influencing analytically-derived barge force-deformation relationships used in structural design.” In Proc., Transportation Research Board 95th Annual Meeting. Washington, DC: Transportation Research Board.
LSTC (Livermore Software Technology Corporation). 2016. LS-DYNA theory manual. Livermore, CA: LSTC.
Luperi, F., and F. Pinto. 2014. “Determination of impact force history during multicolumn barge flotilla collisions against bridge piers.” J. Bridge Eng. 19 (3): 04013011. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000544.
Luperi, F., and F. Pinto. 2016. “Structural behavior of barges in high-energy collisions against bridge piers.” J. Bridge Eng. 21 (2): 04015049. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000789.
Patev, R. C., B. C. Barker, and L. V. Koestler. 2003. Full-scale barge impact experiments, Robert C. Byrd Lock and Dam, Gallipolis Ferry, West Virginia. ERDC/ITL TR-03-7. Washington, DC: USACE.
Walters, R. A., M. T. Davidson, G. R. Consolazio, and R. C. Patev. 2017. “Characterization of multi-barge flotilla impact forces on wall structures.” Mar. Struct. 51 (Jan): 21–39. https://doi.org/10.1016/j.marstruc.2016.09.005.
Wang, W., and G. Morgenthal. 2017. “Dynamic analyses of square RC pier column subjected to barge impact using efficient models.” Eng. Struct. 151 (Nov): 20–32. https://doi.org/10.1016/j.engstruct.2017.08.003.
Wang, W., and G. Morgenthal. 2018. “Reliability analyses of RC bridge piers subjected to barge impact using efficient models.” Eng. Struct. 166 (Jul): 485–495. https://doi.org/10.1016/j.engstruct.2018.03.089.
Yuan, P., and I. E. Harik. 2008. “One-dimensional model for multi-barge flotillas impacting bridge piers.” Comput.-Aided Civ. Infrastruct. Eng. 23 (6): 437–447. https://doi.org/10.1111/j.1467-8667.2008.00550.x.
Yuan, P., and I. Harik. 2010. “Equivalent barge and flotilla impact forces on bridge piers.” J. Bridge Eng. 15 (5): 523–532. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000080.
Yuan, P., I. E. Harik, and M. T. Davidson, 2008. Multi-barge flotilla impact forces on bridges. Research Rep. KTC-08-13/SPR261-03-2F. Frankfort, KY: Kentucky Transportation Center.
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© 2019 American Society of Civil Engineers.
History
Received: Jun 8, 2018
Accepted: Oct 1, 2018
Published online: Feb 12, 2019
Published in print: Apr 1, 2019
Discussion open until: Jul 12, 2019
ASCE Technical Topics:
- Barges
- Bridge design
- Cables
- Coasts, oceans, ports, and waterways engineering
- Construction engineering
- Construction management
- Continuum mechanics
- Design (by type)
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Finite element method
- Impact loads
- Infrastructure
- Methodology (by type)
- Motion (dynamics)
- Navigation (waterway)
- Numerical methods
- Ship collisions
- Ships
- Solid mechanics
- Standards and codes
- Structural dynamics
- Transportation engineering
- Water transportation
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