MGS dynamic deflections and working widths at lower speeds.

Details

• Creators:
  Weiland, Nicholas A. ; Stolle, Cody S. ; Reid, John D. ; Faller, Ronald K. ; Bielenberg, Robert W. ; Lechtenberg, Karla A.
• Corporate Creators:
  Midwest Roadside Safety Facility
• Corporate Contributors:
  United States. Federal Highway Administration
• Subject/TRT Terms:
  Deflection Guardrails Highway Safety Impact Studies Simulation Speed
• Publication/ Report Number:
  TRP-03-314-15
• Resource Type:
  Tech Report
• Geographical Coverage:
  Nebraska
• Corporate Publisher:
  Nebraska. Dept. of Roads
• Abstract:
  The Midwest Guardrail System (MGS) has been full-scale crash tested in many configurations, including
  
  installations adjacent to slopes, with different types of wood posts, with and without blockouts, for culvert and bridge
  
  applications, and at high flare rates. Although the performance of the MGS and the dynamic deflection and working width
  
  of the barrier have been examined, little is known about the dynamic deflection and working width of the MGS when
  
  impacted at lower speeds. The MGS is a relatively low-cost barrier, and the Test Level 3 (TL-3) version could be installed
  
  for TL-2 and TL-1 applications. The barrier is expected to capture or redirect errant vehicles impacting at speeds less than
  
  or equal to those used for crash testing according to TL-3of the Manual for Assessing Safety Hardware (MASH).
  
  Accurate dynamic deflections and working widths of the MGS when impacted at lower speeds are critical for the
  
  safe placement of guardrail to reduce the likelihood of vehicle impact with a shielded hazard in the Zone of Intrusion (ZOI)
  
  for use on level terrain and in combination with curbs. LS-DYNA computer simulation models of a 2007 Chevrolet
  
  Silverado impacting both a tangent MGS and MGS in combination with a curb at a 6-ft 3-in. (1.9-m) post spacing (i.e.,
  
  standard post spacing) were calibrated against previous crash tests. Then, the model was simulated with two lower speeds
  
  and at five impact locations with a conservative soil model to determine the maximum dynamic deflection and working
  
  width of the system at TL-1 and TL-2 impact conditions of MASH.
  
  
• Format:
  PDF
• Funding:
  TPF-5(193) Supplement #69
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:8ca198d83a338c738c5e3ebcdfac2f5562434b72f5fd093a29e900c393241a1bfc025da7165a8b6c949572695fdf8c8c195fd334ce4abf085541fcfbb6ce8ed2
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/29625/dot_29625_DS1.pdf
• File Type:
  [PDF - 4.15 MB ]