Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series

Shear connectors in composite structures are of great importance to provide composite action and damage or failure of the connectors will affect the mechanical properties. In this paper, a nonparametric connector damage detection methodology with neural network was proposed. Vibration tests on the c...

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Main Authors: Xu, B., Tan, T., Hao, Hong
Format: Conference Paper
Published: 2010
Online Access:http://hdl.handle.net/20.500.11937/36243
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author Xu, B.
Tan, T.
Hao, Hong
author_facet Xu, B.
Tan, T.
Hao, Hong
author_sort Xu, B.
building Curtin Institutional Repository
collection Online Access
description Shear connectors in composite structures are of great importance to provide composite action and damage or failure of the connectors will affect the mechanical properties. In this paper, a nonparametric connector damage detection methodology with neural network was proposed. Vibration tests on the composite beam before and after loosening or removing some connectors were implemented and the corresponding acceleration responses were acquired. Using acceleration time series at certain locations of a substructure of the intact composite beam, nonparametric base-line model based on neural network was established. When the connectors are loosened or removed, the acceleration response measurements of the structure close to the connectors to be monitored do not meet the output of the corresponding neural network model. The difference between the output and the measurement provides an index for damage detection of the connector. Results show that the proposed nonparametric method is effective to detect damage of shear connectors for composite structures solely using acceleration time series.
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format Conference Paper
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T08:44:48Z
publishDate 2010
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-362432017-09-13T16:11:54Z Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series Xu, B. Tan, T. Hao, Hong Shear connectors in composite structures are of great importance to provide composite action and damage or failure of the connectors will affect the mechanical properties. In this paper, a nonparametric connector damage detection methodology with neural network was proposed. Vibration tests on the composite beam before and after loosening or removing some connectors were implemented and the corresponding acceleration responses were acquired. Using acceleration time series at certain locations of a substructure of the intact composite beam, nonparametric base-line model based on neural network was established. When the connectors are loosened or removed, the acceleration response measurements of the structure close to the connectors to be monitored do not meet the output of the corresponding neural network model. The difference between the output and the measurement provides an index for damage detection of the connector. Results show that the proposed nonparametric method is effective to detect damage of shear connectors for composite structures solely using acceleration time series. 2010 Conference Paper http://hdl.handle.net/20.500.11937/36243 10.1061/41096(366)269 restricted
spellingShingle Xu, B.
Tan, T.
Hao, Hong
Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
title Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
title_full Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
title_fullStr Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
title_full_unstemmed Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
title_short Local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
title_sort local shear connectors damage detection for a concrete-steel composite beam using acceleration time series
url http://hdl.handle.net/20.500.11937/36243