Crash Reconstruction Technique for Longitudinal Barriers

Author:

Coon Brian A.12,Reid John D.12

Affiliation:

1. Graduate Research Assistant, Mechanical Engineering, Univ. of Nebraska-Lincoln, N104 WSEC (0656), Lincoln, NE 68588.

2. Professor, Mechanical Engineering, Univ. of Nebraska-Lincoln, N104 WSEC (0656), Lincoln, NE 68588.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. Bligh R. P. and Sicking D. L. (1989). “Applications of BARRIER VII in the design of flexible barriers.” Transportation Research Record 1233 Transportation Research Board National Research Council Washington D.C. 117–123.

2. Bullard D. L. Jr. Menges W. L. and Albertson D. C. (1996). “DNCHR Report 350 compliance test 3-11 of the modified G4(1S) guardrail with timber blockouts.” TTI Project No. 405421-1 Texas Transportation Institute Texas A&M Univ. System College Station Tex.

3. Calcote L. R. (1980). “Development of cost effectiveness model for guardrail selection.” Rep. FHWA-RD-78-75 Federal Highway Administration Washington D.C.

4. Coon B. A. (1999). “Dynamic impact testing and simulation of guardrail posts.” Master’s thesis Dept. of Civil Engineering Univ. of Nebraska–Lincoln Lincoln Neb.

5. Erinle O. Hunter W. Bronstad M. Council F. Stewart R. and Hancock K. (1994). “Analysis of guardrail and median barrier accidents using the longitudinal barrier special studies (LBSS) file.” FHWA Publication No. FHWA-RD-92-098 Federal Highway Administration Washington D.C.

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