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contributor authorB. H. M. Priyantha
contributor authorWijesinghe
contributor authorScott A.
contributor authorZacharie
contributor authorKyran D.
contributor authorMish
contributor authorJ. David
contributor authorBaldwin
date accessioned2017-05-08T21:35:25Z
date available2017-05-08T21:35:25Z
date copyrightApril 2013
date issued2013
identifier other%28asce%29be%2E1943-5592%2E0000363.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56905
description abstractInitial development work for an in situ fatigue sensor for the detection of fatigue damage in steel bridge structures is presented. The in situ fatigue sensor is designed to be bonded to the base structure and is based on the strain-life fatigue analysis method. Sensors are constructed of electrically conductive material with notched sensor arms producing varying stress concentration factors. The sensor operates on the principle of predictable progressive failure of the parallel arms as fatigue damage is accumulated in the base structure. Experimental results of the behavior of the fatigue sensor under constant amplitude loading of a base structure-mimicking carrier specimen are compared with the simulation results obtained by the finite-element analysis method and show reasonable agreement.
publisherAmerican Society of Civil Engineers
titleDesign and Development of In Situ Fatigue Sensors for Structural Health Monitoring of Highway Bridges
typeJournal Paper
journal volume18
journal issue4
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000361
treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 004
contenttypeFulltext


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