Midwest Guardrail System for Standard and Special Applications

Author:

Faller Ronald K.1,Polivka Karla A.1,Kuipers Beau D.1,Bielenberg Robert W.1,Reid John D.1,Rohde John R.1,Sicking Dean L.1

Affiliation:

1. Midwest Roadside Safety Facility, University of Nebraska-Lincoln, 527 Nebraska Hall, Lincoln, NE 68588-0529

Abstract

Development, testing, and evaluation of the Midwest Guardrail System were continued from the original research started in 2000. This new strong-post W-beam guardrail system provides increased safety for impacts with higher-center-of-mass vehicles. Additional design variations of the new system included stiffened versions using reduced (half and quarter) post spacings as well as a standard guardrail design configured with a concrete curb 152 mm (6 in.) high. All full-scale vehicle crash tests were successfully performed in accordance with the Test Level 3 requirements specified in NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. The research study also included dynamic bogie testing on steel posts placed at various embedment depths and computer simulation modeling with BARRIER VII to analyze and predict dynamic guardrail performance. Recommendations for the placement of the original Midwest Guardrail System as well as its stiffened variations were also made.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference28 articles.

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