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contributor authorJohn D. Reid
contributor authorGene W. Paulsen
date accessioned2017-05-08T21:03:35Z
date available2017-05-08T21:03:35Z
date copyrightJanuary 1998
date issued1998
identifier other%28asce%290733-947x%281998%29124%3A1%2859%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37067
description abstractBreakaway supports are common devices used for dual-support signs located along the roadway. The sign system utilizes a fuse plate that is designed to support the wind loads on the sign as well as to allow the sign support to release on impact, and swing up and out of the way, when impacted by an errant vehicle. Two alternative designs for improving the wind load capacity of large dual-support signs were analyzed: a thicker fuse plate design and a balanced hinge design. The safety performance of the sign systems was evaluated using nonlinear, large deformation finite-element analysis (FEA). Crash simulation results indicated that both designs have the potential for meeting the safety recommendations set forth by the National Cooperative Highway Research Program (NCHRP) Report No. 350.
publisherAmerican Society of Civil Engineers
titleDesign and Simulation of Large Breakaway Signs
typeJournal Paper
journal volume124
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1998)124:1(59)
treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 001
contenttypeFulltext


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