A Study of the Deflections of Metal Road Guardrail Post

Authors

  • Olegas Prentkovskis Dept of Transport Technological Equipment, Vilnius Gediminas Technical University, Plytinės g. 27, 10105 Vilnius, Lithuania
  • Andrey Beljatynskij Dept of Airport Reconstruction and Automobile Roads, Institute of Municipal Activity, National Aviation University, Kosmonavta Komarova ave 1, 03680 Kiev, Ukraine
  • Edita Juodvalkienė Secretariat, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania
  • Rasa Prentkovskienė Dept of Transport Technological Equipment, Vilnius Gediminas Technical University, Plytinės g. 27, 10105 Vilnius, Lithuania

DOI:

https://doi.org/10.3846/bjrbe.2010.15

Keywords:

traffic safety, guardrail, beam, post, deflection, motor vehicle, speed, mathematical model, simulation

Abstract

Road guardrails of various types (made of reinforced concrete, cable and metal) are installed on the shoulders and traffic lanes of urban and suburban roads. Metal guardrails, consisting of Σ-shape and double T-shape metal posts and a protective W-shape horizontal beam, are the most popular. The deformation processes of the Σ-shape and double T-shape metal posts of the above-mentioned guardrails are examined. A mathematical model of Σ-shape (or double T-shape) metal post is developed. A metal post of Σ-shape (or double T-shape) is modeled, using one-dimensional firstorder finite elements, and taking into account elastic deformations, as well as the effect of soil on the buried post section of the guardrail. The deflections of Σ-shape and double T-shape metal posts caused by the impact of a motor vehicle moving at varying speed are determined.

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Published

27.06.2010

How to Cite

Prentkovskis, O., Beljatynskij, A., Juodvalkienė, E., & Prentkovskienė, R. (2010). A Study of the Deflections of Metal Road Guardrail Post. The Baltic Journal of Road and Bridge Engineering, 5(2), 104-109. https://doi.org/10.3846/bjrbe.2010.15