Deck-mounted steel post barrier system

John D. Reid, Ronald K. Faller, Jason A. Hascall

Research output: Contribution to journalArticle

2 Scopus citations

Abstract

An existing mountable safety barrier system, previously crash tested successfully on a wood bridge deck, was evaluated for use on a fiber reinforced plastic (FRP) bridge deck. In an attempt to avoid expensive full-scale crash testing, components of the existing system were evaluated using worst case conditions on two dynamic bogie crash tests and a series of computer simulations using nonlinear finite-element analysis. Simulation results closely approximated the physical results, with both displaying similar deformation, damage, and force levels. Both testing and simulation demonstrated that the barrier should function sufficiently if used on the FRP deck system. Further, the development of an accurate model makes it possible to evaluate the potential success of the existing system for use on other bridge decks. As an example, a more rigid bridge deck, similar to reinforced concrete, was evaluated. Results showed that due to the stiffer deck, more of the impact energy must be absorbed by the posts and attachment hardware, resulting in significantly more deformation than when used on the flexible FRP deck.

Original languageEnglish (US)
Pages (from-to)449-455
Number of pages7
JournalJournal of Bridge Engineering
Volume12
Issue number4
DOIs
StatePublished - Jun 22 2007

    Fingerprint

Keywords

  • Barriers
  • Bridge decks
  • Highway safety
  • Simulation

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this