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Finite element modeling and validation of a 3-strand cable guardrail system
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Citations
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References
2005
Year
EngineeringStructural CrashworthinessFinite Element ModelingSafety ScienceStructural ApplicationInjury PreventionStructural OptimizationCable BarriersStructural EngineeringRail TransportCable BarrierSystems EngineeringTransportation EngineeringTransport SafetyRoad Traffic SafetyReinforced ConcreteStructural DesignStructural ReliabilityAbstract AbstractSafety EngineeringCivil EngineeringMechanical SystemsStructural AnalysisConstruction ManagementSafety AnalysisStructural MechanicsConstruction Engineering
Abstract Abstract The primary purpose of longitudinal safety barriers, such as cable barriers, is to contain and/or redirect errant vehicles that depart the roadway, hence keeping them from entering opposing travel lanes or encountering terrain features and roadside objects that may cause severe impacts. In this study, a detailed finite element model of a three-strand cable barrier was developed and validated against a previously conducted full-scale crash test. The full-scale crash test and simulation were setup for an impact of the cable barrier with a 2000 kg pickup truck at an angle of 25 deg and an initial velocity of 100 km/hr. This setup is in accordance with the National Cooperative Highway Research Program (NCHRP) Report 350 guidelines for Test Level 3 safety performance. This paper provides guidelines for simulating cable barrier guardrail systems. Detailed methods for system simulation involving dynamic interactions of soil/post, post/hook bolts, cable/hook bolts and cable/truck are discussed. Results from the simulation and comparisons with the full-scale crash test are presented. Keywords: Cable guardrailtransportation safetyfinite elementLS-DYNAnon-linearroadside hardware
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