Performance of Longitudinal Barriers on Curved, Superelevated Roadway Sections (2019)

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122 References AASHTO (2011a). A Policy on Geometric Design for Highways and Streets. Washington, D.C. AASHTO (2011b). Roadside Design Guide. Washington, D.C. AASHTO (2009). Manual for Assessment of Safety Hardware. Washington, D.C. Brennan, S. N., and Hamblin, B. C. (2007). Utilization of Vehicle Dynamic Simulations as Predictors of Highway Safety. ASME International Mechanical Engineering Congress and Exposition, IMECE2007-42195. Bronstad, M. E., and Kimball, C. E., Jr. (1986). Bridge Rail Retrofit for Curved Structures. Report prepared for FHWA by Southwest Research Institute, San Antonio, TX. Bullard, D. L., Jr., Bligh, R. P., and Menges, W. L. (1996). NCHRP Report 350 Compliance Test 3-11 for the Modified G4(1S) Guardrail with Timber Blockouts. Report prepared for FHWA by Texas Transportation Institute, College Station, TX. Bullard, D. L., Jr., Bligh, R. P. and Menges, W. L. (2009). MASH Testing and Evaluation of the New Jersey Safety Shape Barrier. Report pre- pared under NCHRP Project 22-14 by Texas Transportation Institute, College Station, TX. CarSim (2006). Mechanical Simulation Corporation. http://www. carsim.com. Claar, P. W., Buchele, W. F., and Sheth, P. N. (1980). Off-Road Vehicle Ride: Review of Concepts and Design Evaluation with Computer Simulation. SAE International 801023, Warrendale, PA. Day, T. D., and Garvey, J. T. (2000). Applications and Limitations of 3-Dimensional Vehicle Rollover Simulation. SAE International 2000-01-0852, Warrendale, PA. Engineering Dynamics Corporation (2005). HVE Software (Human, Vehicle, and Environment). Beaverton, OR. http://www.edccorp.com. Esfahani, E. S., Marzougui, D., and Opiela, K. S. (2009) Safety Perfor- mance Evaluation of Concrete Median Barriers under Updated Crashworthiness Criteria. SAE Journal, January. Hadden, J. A., Everson, J. H., Pape, D. B., and Narendran, V. K. (1997). Modeling and Analysis of Driver/Vehicle Dynamics with Run-Off- Road Crash Avoidance System. 30th International Symposium on Automotive Technology and Automation. Paper No. 97SAF020, pp. 343–350, Florence, Italy, June 16–19. Hallquist, J. O. (1997). LS-DYNA Theoretical Manual. Livermore Software Technology Corporation, Livermore, CA. Hallquist, J. O. (2006). LS-DYNA Keyword User’s Manual. Livermore Software Technology Corporation, Livermore, CA. Mancosu, F. (2002). Vehicle-Road-Tyre Interaction in Potential Danger- ous Situations: Results of VERT Project. SAE International 2002-01-1181, Warrendale, PA. Marzougui, D., Kan, C. D., and Opiela, K. S. (2007). Effects of Shoulder Drop-off on W-Beam Guardrail Performance. National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2008a). Evaluation of the Influences of Cable Barrier Design and Placement on Vehicle to Barrier Interface. NCAC Document 2008-W-001, National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., Opiela, K. S. (2008b). Safety Performance Evaluation of Portable Concrete Barriers. Working Paper NCAC 2007-W-004. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2009a). Analyzing the Effects of Cable Barriers Behind Curbs Using Computer Simulation. Report 2009-W-008. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Washington, D.C. Marzougui, D., Kan, C. D., and Opiela; K. S. (2009b). Component and Full-Scale Tests of the 2007 Chevrolet Silverado Suspension System. NCAC 2009-R-004. National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., Opiela, K. S. (2009c). Evaluation of Rail Height Effects of the Safety Performance of W-Beam Barriers. Working Paper NCAC 2007-W-002. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2010a). Using Vehicle Dynamics Simulation as a Tool for Analyzing Cable Barrier Effec- tiveness. Report 2010-W-006. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2010b). Safety Performance Evaluation of Portable Concrete Barriers. NCAC 2007-R-004. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., Esfahani, E. S., and Opiela, K. S. (2010c). Safety Performance of Concrete Median Barriers under Updated Crashworthiness Criteria. Working Paper NCAC 2008-W-002. Pre- pared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2010d). Safety Perfor- mance Evaluation of W-Beam Guardrail with Raised Blockouts. Working Paper NCAC 2009-T-002. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn.

123 Marzougui, D., Mahadevaiah, U., and Opiela, K. S. (2011a). Develop- ment of a Modified MGS Design for Test Level 2 Impact Condi- tions Using Crash Simulation. Working Paper NCAC 2010-W-005. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2011b). Comparison of the Crash Test and Simulation of an Angle Impact of a 2007 Chev- rolet Silverado Pick-Up Truck into a New Jersey-Shaped Concrete Barrier for MASH Conditions. Working Paper NCAC 2010-W-001. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Mahadevaiah, U., Tahan, F., Kan, C. D., McGinnis, R., and Powers, R. (2012a). NCHRP Report No. 711: Guidance for the Selection, Use, and Maintenance of Cable Barrier Systems. Transpor- tation Research Board of the National Academies, Washington, D.C. Marzougui, D., Kan, C. D., Samaha, R. R.; Cui, C., and Nix, L. (2012b). Extended Validation of the Finite Element Model for the 2007 Chevrolet Silverado Pick-Up Truck (MASH 2270kg Vehicle). NCAC 2012-W-003. National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Samaha, R. R., Nix, L., and Kan, C. D. (2012c). Extended Validation of the Finite Element Model for the 2010 Toyota Yaris Sedan (MASH 1100kg Vehicle). NCAC 2012-W-005. National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. Marzougui, D., Kan, C. D., and Opiela, K. S. (2012d). Safety Perfor- mance Evaluation of Concrete Barriers on Curved and Super- elevated Roads. Working Paper NCAC 2011-W-005. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. McMillan, N. J., Pape, D. B., Hadden, J. A., Narendran, V. K., and Everson, J. H. (1997). Statistics-Based Simulation Methodology for Evaluating Collision Countermeasure Systems Performance. Presented at the IEEE Conference on Intelligent Transportation Systems, Boston, MA, Nov. 9–12. National Crash Analysis Center (2009). Modeling, Testing, and Validation of the 2007 Chevy Silverado Finite Element Model, NCAC 2009- W-005. George Washington University, Virginia Campus, Ashburn. National Crash Analysis Center (2011). Development and Validation of a Finite Element Model for a 2010 Toyota Yaris Sedan. NCAC 2011-T-001. Prepared for FHWA by the National Crash Analysis Center, George Washington University, Virginia Campus, Ashburn. National Crash Analysis Center (2012a). NCAC Finite Element Vehicle Models Update 2012, 2012-T-002. George Washington University, Virginia Campus, Ashburn. National Crash Analysis Center (2012b). Development and Validation of a Finite Element Model for a Geo Metro Sedan. NCAC 2007- T-008. George Washington University, Virginia Campus, Ashburn. National Crash Analysis Center (2012c). Development and Validation of a FE Model of a 1994 Chevy C2500 Pick-up Truck. NCAC 2007- T-009. George Washington University, Virginia Campus, Ashburn. National Crash Analysis Center (2012d). Development and Validation of a FE Model of a 2010 Toyota Yaris Passenger Sedan. NCAC 2011- T-001. George Washington University, Virginia Campus, Ashburn. National Crash Analysis Center (2012e). Development and Validation of a Model of a 2007 Chevy Silverado Pick-up Truck. NCAC 2009- T-005. George Washington University, Virginia Campus, Ashburn. Nicol, D. A. (2010). FHWA Memorandum: Roadside Design: Steel Strong Post W-Beam Guardrail. Washington, D.C., May 17. Pape, D. B., Narendran, V. K., Koenig, M. J., Hadden, J. A., and Everson, J. H. (1996). Dynamic Vehicle Simulation to Evaluate Countermeasure Systems for Run-Off-Road Crashes. SAE Inter- national, 960517, Warrendale, PA. Polivka, K. A., Sicking, D. L., Rohde, J. R., Bielenberg, R. W., Faller, R. K., Reid, J. D., Holloway, J. C., and Kuipers, B. D. (2004). Development of the Midwest Guardrail System for Standard and Reduced Post Spac- ing in Combination with Curbs. Prepared for Midwest States Pooled Fund Program by Midwest Roadside Safety Facility, Lincoln, NE. Polivka, K. A., Sicking, D. L., Rohde, J. R., Bielenberg, R. W., Faller, R. K., and Reid, J. D. (2006a). Performance Evaluation of the Modified G4(1S) Guardrail—Update to NCHRP 350 Test No. 3-11 with 28” C.G. Height (2214WB-2). Prepared for NCHRP Project 22-14(2) by Midwest Roadside Safety Facility, Lincoln, NE. Polivka, K. A., Sicking, D. L., Rohde, J. R., Bielenberg, R. W., Faller, R. K., Reid, J. D., and Coon, B. A. (2006b). Performance Evaluation of the Permanent New Jersey Safety Shape Barrier—Update to NCHRP 350 Test No. 3-10 (2214NJ-1). Prepared for NCHRP Project 22-14(2) by Midwest Roadside Safety Facility, Lincoln, NE. Polivka, K. A., Sicking, D. L., Rohde, J. R., Bielenberg, R. W., Faller, R. K., and Reid, J. D. (2006c). Performance Evaluation of the Midwest Guardrail System—Update to NCHRP 350 Test No. 3-10 (2214MG-3). Prepared for NCHRP Project 22-14(2), Midwest Roadside Safety Facility, Lincoln, NE. Polivka, K. A., Sicking, D. L., Rohde, J. R., Bielenberg, R. W., Faller, R. K., and Reid, J. D. (2006d). Performance Evaluation of the Modi- fied G4(1S) Guardrail—Update to NCHRP 350 Test No. 3-11 with 28” C.G. Height (2214MG-2). Report prepared for NCHRP Project 22-14(2), Midwest Roadside Safety Facility, Lincoln, NE. Ray, M. L., Plaxico, C. A., Anghileri, M. (2010). NCHRP Web-Only Document 179: Procedures for Verification and Validation of Crash Simulations Used in Roadside Safety Applications. TRB, National Research Council, Washington, D.C. Ross, H. E., Jr., Sicking, D. L., Zimmer, R. A., and Michie, J. D. (1993). NCHRP Report 350: Recommended Procedures for the Safety Per- formance Evaluation of Highway Features. TRB, National Research Council, Washington, D.C. Sheikh, N. M., and Alberson, D. C. (2005). Comparative Simulation Evaluation Bridge Parapet Orientations. Report 9-8132-5. Texas Transportation Institute, Texas A&M University, College Station. Sheikh, N. M., and Bligh, R. P. (2006). Analysis of the Impact Perfor- mance of Concrete Median Barrier Placed on or Adjacent to Slopes. Report 0-5210-1. Texas Transportation Institute, Texas A&M Uni- versity, College Station. Sheikh, N. M., Bligh. R. P., and Menges, W. L. (2008). Crash Testing and Evaluation of F-Shape Barriers on Slopes. Report 0-5210-3. Texas Transportation Institute, Texas A&M University, College Station. Sicking, D. L., and Mak, K. K. (2004). Improving Roadside Safety by Computer Simulation. A2A04: Committee on Roadside Safety Fea- tures, Transportation Research Board of the National Academies, Washington, D.C. Stout, D., Hughes, W., and McGee, H. (1993). Traffic Barriers on Curves, Curbs, and Slopes. FHWA Report FHWA-93-01. McLean, VA, August. Torbic, D. J., Harwood D. W., Gilmore D. K., Pfefer R., Neuman T. R., Slack, K. L. and Hardy, K. K. (2004). NCHRP Report 500: Guid- ance for Implementation of the AASHTO Strategic Highway Safety Plan—Volume 7: A Guide for Reducing Collisions on Horizontal Curves. Transportation Research Board of the National Academies, Washington, D.C.