(Bullard, 2003aBullard, D., (2003a). Performance evaluation of two aesthetic bridge rails. Technical Report No. 4288-S.) |
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√ |
√ |
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√ |
√ |
√ |
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Field |
Bridge concrete barrier |
(Consolazio et al., 2003Consolazio, G.R., Chung, J., Gurley, K., (2003). Impact simulation and full scale crash testing of a low profile concrete work zone barrier. Computers & Structures 81(13): 1359-74. DOI:http://dx.doi.org/10.1016/S0045-7949(03)00058-0. http://dx.doi.org/10.1016/S0045-7949(03)...
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√ |
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√ |
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√ |
√ |
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Field |
Low profile barrier |
(Roger et al., 2005bRoger, P.B., Nauman S., Menges, W., Rebecca, R.H., (2005b). Development of low-deflection precast concrete barrier,http://www.ntis.gov. http://www.ntis.gov...
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√ |
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√ |
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Field |
F-shape |
(Roger et al., 2005aRoger, P.B., Nauman, S., Menges, W., Rebecca, R.H., (2005a). Portable concrete traffic barrier for maintenance oper-ations. Technical Report No.FHWA/TX-05/0-4692-1.) |
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√ |
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√ |
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Field |
F-shape |
(Ren and Vesenjak, 2005Ren, Z., Vesenjak, M., (2005). Computational and experimental crash analysis of the road safety barrier. Engineering Failure Analysis 12(6): 963-73. DOI:http://dx.doi.org/10.1016/j.engfailanal.2004.12.033. http://dx.doi.org/10.1016/j.engfailanal....
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√ |
√ |
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Field |
F-shape |
(Borovinšek et al., 2007Borovinšek, M., Vesenjak, M., Ulbin, M., Ren, Z., (2007). Simulation of crash tests for high containment levels of road safety barriers. Engineering Failure Analysis 14(8): 1711-8. DOI:http://dx.doi.org/10.1016/j.engfailanal.2006.11.068. http://dx.doi.org/10.1016/j.engfailanal....
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√ |
√ |
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√ |
√ |
√ |
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√ |
Field |
F-shape |
(Itoh et al., 2007aItoh, Y., Chunlu, L., Ryuichi, K., (2007a). Dynamic simulation of collisions of heavy high-speed trucks with concrete barriers. Chaos, Solitons & Fractals 34(4): 1239-44. DOI:http://dx.doi.org/10.1016/j.chaos.2006.05.059. http://dx.doi.org/10.1016/j.chaos.2006.0...
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√ |
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√ |
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√ |
Field |
F-shape |
(Se-Jin et al., 2008Se-Jin, J., Myoung-Sung, C., Young-Jin, K., (2008). Ultimate strength of concrete barrier by the yield line theory. International Journal of Concrete Structures and Materials 2(1): 57-62. DOI:http://www.ce-ric.net/wonmun2/kci/KCI_3_2008_2_1_57(C).pdf. http://www.ce-ric.net/wonmun2/kci/KCI_3_...
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√ |
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Lab |
Bridge concrete barrier |
(Atahan and Sevim, 2008Atahan, A.O., Sevim, U., (2008). Testing and comparison of concrete barriers containing shredded waste tire chips. Materials Letters 62(21-22): 3754-7. DOI:http://dx.doi.org/10.1016/j.matlet.2008.04.068. http://dx.doi.org/10.1016/j.matlet.2008....
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√ |
√ |
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√ |
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Field |
New Jersey Shape |
(Kuebler, 2008Kuebler, J., (2008). Improvement of safety barriers on German bridges - results of impact test with heavy Lorries. 10 th International Symposium on Heavy Vehicle Transport Technology, 1-21. HV, May 19-22, 2008, Paris.) |
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√ |
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√ |
Field |
Bridge concrete barrier |
(Zhong et al., 2009Zhong, W., Fengru, Y., Li, Y., (2009). Safety design of median barriers impacted on elevated road. International Conference on Measuring Technology and Mechatronics Automation, 586-9. Zhangjiajie, Hunan IEEE Computer Societyhttp://ieeexplore.ieee.org/xpl/login.jsp?tp=&arnumber=5203273&url=http%3A%2F%2Fieeexplore.ieee.org%2Fxpls%2Fabs_all.jsp%3Farnumber%3D5203273
http://ieeexplore.ieee.org/xpl/login.jsp...
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√ |
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√ |
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√ |
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Field |
F-shape |
(Bayton et al., 2009Bayton, D., Long, R., Fourlaris, G., (2009). Dynamic responses of connections in road safety barriers. Materials & Design 30(3): 635-41. DOI:http://dx.doi.org/10.1016/j.matdes.2008.05.048. http://dx.doi.org/10.1016/j.matdes.2008....
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√ |
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Lab |
Bridge concrete barrier |
(Coughlin et al., 2010Coughlin, A.M., Musselman, E.S., Schokker, A.J., Linzell, D.G., (2010). Behavior of portable fiber reinforced concrete vehicle barriers subject to blasts from contact charges. International Journal of Impact Engineering 37(5): 521-9. DOI:http://dx.doi.org/10.1016/j.ijimpeng.2009.11.004. http://dx.doi.org/10.1016/j.ijimpeng.200...
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Field |
Rectangular |
(Nauman et al., 2010Nauman, S., Bligh, R., Albin, D., Olson, D., (2010). Application of a precast concrete barrier adjacent to a steep roadside slope. Accident Analysis & Prevention.) |
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√ |
√ |
√ |
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√ |
√ |
√ |
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Field |
Single-slope |
(Gabauer et al., 2010Gabauer, D.J., Kristofer, D.K., Dhafer, M., Kenneth, S.O., Martin, H., Hampton, C.G., (2010). Pendulum testing as a means of assessing the crash performance of longitudinal barrier with minor damage. International Journal of Impact Engineering 37(11): 1121-37. DOI:http://dx.doi.org/10.1016/j.ijimpeng.2010.03.003. http://dx.doi.org/10.1016/j.ijimpeng.201...
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√ |
√ |
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Field |
F-shape |
(Bin-Shafique et al., 2011Bin-Shafique, S., Barrett, M., Sharif, H., Charbeneau, R., Ali, K., Hudson, C., (2011). Mitigation methods for tempo-rary concrete traffic barrier effects on flood water flows. Technical Report FHWA/TX-11/0-6094-1.) |
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√ |
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Field |
F-shape |
(Kala et al., 2012Kala, J., Hradil, P., Salajka, V., (2012). Numerical analysis of concrete crash barriers. World Academy of Science, Engineering and Technology 70: 770-3. DOI:www.waset.org/journals/waset/v70/v70-145.pdf. www.waset.org/journals/waset/v70/v70-145...
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√ |
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√ |
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√ |
√ |
√ |
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√ |
Field |
F-shape |
(Seung et al., 2012Seung-Kyung, K., Sang-Seung, L., Dooyong, C., Sun-Kyu, P., (2012). An experimental study on development of the connection system of concrete barriers applicable to modular bridge. World Academy of Science, Engineering and technology 6 217-23. DOI:www.waset.org/journals/waset/v65/v65-70.pdf. www.waset.org/journals/waset/v65/v65-70....
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√ |
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Lab |
Bridge concrete barrier |
(Sujuan et al., 2011Sujuan, W., Zhengbao, L., Jian, Z., Yonghan, L., Muxi, L., Yiheng, L., (2011). A research of similarity design of collision guardrails under the overpass. IEEE Computer Society: 1903-6. DOI: 978-1-4244-9439-2/11/$26.00 (c)2011 IEEE.) |
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√ |
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√ |
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√ |
Field |
Bridge concrete barrier |
(Jian et al., 2011Jian, Z., Zhengbao, L., Sujuan, W., Yonghan, L., Muxi, L., (2011). Optimization of the level of SS crash barrier overpass bridge on highway. IEEE Computer Society.) |
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√ |
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√ |
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√ |
Field |
Bridge concrete barrier |
(Nauman et al., 2009Nauman, S., Bligh, R., Menges, W., (2009). Development and testing of a concrete barrier design for use in front of slope or on MSE wall. Texas Transportation Institute Proving Ground.) |
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√ |
√ |
√ |
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√ |
√ |
√ |
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Field |
Single-slope |
(Uttipec, 2010Uttipec, (2010). Guidelines and design specifications for crash barriers, pedestrian railings and dividers. 20th UTTIPEC Governing Body meeting held on 15.01.2010 under the chairmanship of Hon'ble Lt, Governor, Delhi.) |
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√ |
√ |
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√ |
√ |
Field |
F-shape |
(Australian Barriers, 2008Barriers, Australian Road., (2008). Installation and maintenance instructions concrete safety barriers. Australian Road Barriers PTY LTD.) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Bullard et al., 2003bBullard, D., Buth, C.E., William, F., Menges, W.L., Rebecca, R.H., (2003b). Crash testing and evaluation of the modified T77 bridge rail. 1-41, Texas Department of Transportation Research and Technology Implementation Office P.O. Box 5080 78763-5080, Austin, Texas.) |
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√ |
√ |
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√ |
√ |
√ |
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Field |
F-shape |
(D. C. Alberson et al., 2004a) |
√ |
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√ |
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√ |
Field |
Bridge concrete barrier |
(D.C. Alberson et al., 2004b) |
√ |
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√ |
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√ |
√ |
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√ |
√ |
Field |
Bridge concrete barrier |
(Karla et al., 2003Karla, A.P., Faller, R., Rohde, J., James, C.H., Bob, W.B., Sicking, D., (2003). Development and evaluation of a tie-down system for the redesigned F-shape concrete temporary barrier. 1-59, Midwest Roadside Safety Facility.) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Esfahani et al., 2008Esfahani, E., Dhafer, M., Kenneth, S.O., (2008). Safety performance of concrete median barriers under updated crash-worthiness criteria, 1-12, The National Crash Analysis Center.) |
√ |
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√ |
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√ |
Field |
F-shape+ N J Shape |
(Bullard et al., 2006Bullard, D., Nauman, M.S., Roger, P.B., Rebecca, R.H., James, R.S., Beverly, J.S., (2006). Aesthetic concrete barrier design. Transportation Research Board, Washington, DC.) |
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√ |
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√ |
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√ |
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Field |
Bridge concrete barrier |
(McDonald and Kirk, 2001) |
√ |
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√ |
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√ |
√ |
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√ |
√ |
Field |
F-shape |
(R. K. Faller et al., 1996) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Rosenbaugh et al., 2007Rosenbaugh, S.K., Sicking, D., Faller, R., (2007). Development of a TL-5 Vertical Faced Concrete Median Barrier Incorporating Head Ejection Criteria. Midwest Roadside Safety Facility (MwRSF), University of Nebraska-Lincoln.) |
√ |
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√ |
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√ |
Field |
Bridge concrete barrier |
(B. Bielenberg et al., 2003Bielenberg, R., Faller, R.K., Reid, J.D., Rohde, J.R., Sicking, D.L., (2003). Design and testing of tie-down systems for temporary barriers. Transportation Research Board, 82st Annual Meeting, January 13-17, 2003, Washington, DC.) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Abu-Odeh et al., 2011Abu-Odeh, A., Kim, K., Williams, W., Patton, C., (2011). Crash wall design for Mechanically Stabilized Earth (MSE) retaining wall phase I: Engineering Analysis and Simulation. Texas Transportation Institute.) |
√ |
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√ |
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√ |
Field |
Bridge concrete barrier |
(Dhafer et al., 2007Dhafer, M., Buyuk, M., Kan, S., (2007). Performance evaluation of portable concrete barriers. National Crash Analysis Center, The George Washington University,http://www.ncac.gwu.edu/research/reports.html. http://www.ncac.gwu.edu/research/reports...
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√ |
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√ |
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√ |
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Field |
5-type |
(Dhafer et al., 2011Dhafer, M., Dao, C., Kan, S., Opiela, K., (2011). Safety performance evaluation of concrete barriers on curved and superelevated roads. 1-17, The National Crash Analysis Center.) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Richard et al., 2002Richard, B.A., Bullard, D., Abu-Odeh, A., Menges, W., (2002). Washington State precast concrete barrier. 1-23, Washington State Department of Transportation. P.O. Box 47329, Olympia, Washington.) |
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√ |
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√ |
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√ |
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Field |
New Jersey Shape |
(Sicking et al., 2003Sicking, D.L., Reid, J.D., Polivka, K.A., (2003). Deflection Limits For Temporary Concrete Barriers. 1-15, Midwest Roadside Safety Facility (MwRSF), University of Nebraska-Lincoln.) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Nauman et al., 2012Nauman, S., Bligh, R., Holt, J., (2012) Minimum rail height and design impact load for MASH TL-4 longitudinal barriers. TRB 2012 Annual Meeting,trb.metapress.com/index/26H634147164X1L5.pdf. trb.metapress.com/index/26H634147164X1L5...
) |
√ |
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√ |
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√ |
Field |
Bridge concrete barrier |
(Bambach et al., 2010Bambach, M., Grzebieta, R., McIntosh, A., (2010). Crash characteristics of motorcyclists impacting road side barriers. Paper presented at the Proc. Australasian Road Safety Research, Policing and Education Conference, Canberra, Aus-tralia.) |
√ |
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√ |
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√ |
Field |
Many type |
(Amato et al., 2011Amato, G., Fionn, O., Ciaran, K., Bidisha, G., (2011). Development of roadside safety barriers using natural building materials. Paper presented at the ITRN Conference Cork.) |
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√ |
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√ |
√ |
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Field |
Rectangular |
(Ivey et al., 1980Ivey, D.L, Ross, H., Hirsch, C.B., Olson, R., (1980). Portable concrete median barriers: Structural design and dynamic performance. Transportation Research Record (769).) |
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√ |
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√ |
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√ |
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Field |
F-shape |
(Amato et al., 2013bAmato, G., Fionn, O., Bidisha, G., Gavin, W., Ciaran, K., (2013b). A scaling method for modelling the crashworthiness of novel roadside barrier designs. International Journal of Crashworthiness 18(1): 93-102.) |
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√ |
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√ |
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Field |
Single-slope |
(Reid et al., 2013Reid, J., Bielenberg, R., Faller, R., Karla, A.L., Sicking, D., (2013). Racetrack SAFER barrier on temporary concrete barriers. International Journal of Crashworthiness 18(4): 343-55. DOI:http://dx.doi.org/10.1080/13588265.2013.794321. http://dx.doi.org/10.1080/13588265.2013....
) |
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√ |
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√ |
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√ |
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Field |
Rectangular |
(Tabacu and Pandrea, 2008Tabacu, S., Pandrea, N., (2008). Numerical (analytical-based) model for the study of vehicle frontal collision. Interna-tional Journal of Crashworthiness 13(4): 387-410.) |
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(Sturt and Fell, 2009Sturt, R., Fell, C., (2009). The relationship of injury risk to accident severity in impacts with roadside barriers. Inter-national Journal of Crashworthiness 14(2): 165-72.) |
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√ |
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(Reid and Faller, 2007Reid, J., Faller, R., (2007). Interaction between single unit trucks and concrete barriers in high speed impacts. Paper presented at the ASME International Mechanical Engineering Congress and Exposition, Date: Nov 11-15, 2007, Seattle, WA.) |
√ |
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√ |
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√ |
Field |
Single-slope |
(Mi et al., 2013Mi, X., Jingmei, W., Yu, C., (2013). Research on the impact test conditions of safety barriers on mountain rural roads. Paper presented at the Second International Conference on Transportation Information and Safety, June 29-July 2, 2013, Wuhan, China.) |
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√ |
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√ |
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√ |
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Field |
Single-slope |
(Polivka et al., 2006Polivka, K.A., Faller, R., Sicking, D., Rohde, J., Bielenberg, R., Reid, J., Coon, B., (2006). Performance evaluation of the permanent New Jersey safety shape barrier-update to NCHRP 350 Test No. 4-12 (2214NJ-2). MwRSF Research Report No. TRP-03-178-06 October 13.) |
√ |
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√ |
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√ |
Field |
New Jersey Shape |
(Prochowski, 2010Prochowski, L., (2010). Analysis of displacement of concrete barrier on impact of a vehicle. Theoretical model and experimental validation. Journal of KONES 17(4).) |
√ |
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