Damage detection using the position of neutral axis

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The centroid of stiffness is a universal parameter and its position in a cross-section can be evaluated for any load-carrying beam structure as the position of the neutral axis under conveniently chosen loads. Damage to structure or some other unusual behaviors affect the position of the centroid of stiffness at the location of its occurrence. Thus, a change in the position of the neutral axis within a cross-section can indicate change in the position of the centroid of stiffness, i.e., damage or other unusual structural behaviors. A damage detection method based on the changes in the position of the neutral axis is researched and discussed in this paper. Long-gauge strain data from two existing structures were used to validate the method and assess its performance: Streicker Bridge at Princeton University and the US202/NJ23 highway overpass in Wayne, NJ. The paper presents the method and the results from real applications.

Original languageEnglish
Title of host publicationBridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014
PublisherTaylor and Francis/ Balkema
Pages2698-2705
Number of pages8
ISBN (Print)9781138001039
DOIs
Publication statusPublished - 2014
Event7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014 - Shanghai, China
Duration: 7 Jul 201411 Jul 2014

Publication series

NameBridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014

Conference

Conference7th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2014
Country/TerritoryChina
CityShanghai
Period7/07/1411/07/14

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