Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method

Distributed Optical Fibre Strain Sensing (DOFSS) through Brillouin Optical Time-Domain Analysis (BOTDA) can measure complete (continuous) strain profile and load transfer along a pile shaft. This sensor provides an extra tool to detect the anomalies in the pile behaviours under static load test, suc...

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Main Authors: Beddelee, A.A.A.M., Mohamad, H., Tee, B.P.
Format: Article
Published: Springer Science and Business Media Deutschland GmbH 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85132105172&doi=10.1007%2fs13349-022-00588-y&partnerID=40&md5=2507d2ad2bc1ad60a6abec330311d939
http://eprints.utp.edu.my/33172/
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spelling my.utp.eprints.331722022-07-06T08:05:14Z Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method Beddelee, A.A.A.M. Mohamad, H. Tee, B.P. Distributed Optical Fibre Strain Sensing (DOFSS) through Brillouin Optical Time-Domain Analysis (BOTDA) can measure complete (continuous) strain profile and load transfer along a pile shaft. This sensor provides an extra tool to detect the anomalies in the pile behaviours under static load test, such as spikes in strain readings which may indicate the pile�s defect. Laboratory simulation of DOFSS instrumented bored pile has systematically investigated the relationship between the anomality of distributed strain profile in the concrete piles with various typical pile defects at the field including necking, bulging and concrete contamination. The laboratory work has proved that the necking, honeycomb and concrete contamination resulted in strain increment. Conversely, the strain decreases at the rebar lapping area. Hence, a hypothesis of the DOFSS instrumentation in the bored pile able to detect a defect of the pile in terms of geometrical cross-section and material quality (stiffness) was drawn and shall be validated. This paper presented the validation performed by back analysing real field data of DOFSS instrumented bored piles from two selected projects performed by the authors' team utilizing the 3-Dimensional Finite Element Method (FEM). The projects were reported to experience defects after an analysis of the plotted strain profile was made. The defect pile was simulated in the Rocscience 3 and resulted in the same strain profile as measured at the field. Therefore, the presented data justified the discovery and the ability of DOFSS to detect pile imperfection is legit. © 2022, Springer-Verlag GmbH Germany, part of Springer Nature. Springer Science and Business Media Deutschland GmbH 2022 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-85132105172&doi=10.1007%2fs13349-022-00588-y&partnerID=40&md5=2507d2ad2bc1ad60a6abec330311d939 Beddelee, A.A.A.M. and Mohamad, H. and Tee, B.P. (2022) Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method. Journal of Civil Structural Health Monitoring . http://eprints.utp.edu.my/33172/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description Distributed Optical Fibre Strain Sensing (DOFSS) through Brillouin Optical Time-Domain Analysis (BOTDA) can measure complete (continuous) strain profile and load transfer along a pile shaft. This sensor provides an extra tool to detect the anomalies in the pile behaviours under static load test, such as spikes in strain readings which may indicate the pile�s defect. Laboratory simulation of DOFSS instrumented bored pile has systematically investigated the relationship between the anomality of distributed strain profile in the concrete piles with various typical pile defects at the field including necking, bulging and concrete contamination. The laboratory work has proved that the necking, honeycomb and concrete contamination resulted in strain increment. Conversely, the strain decreases at the rebar lapping area. Hence, a hypothesis of the DOFSS instrumentation in the bored pile able to detect a defect of the pile in terms of geometrical cross-section and material quality (stiffness) was drawn and shall be validated. This paper presented the validation performed by back analysing real field data of DOFSS instrumented bored piles from two selected projects performed by the authors' team utilizing the 3-Dimensional Finite Element Method (FEM). The projects were reported to experience defects after an analysis of the plotted strain profile was made. The defect pile was simulated in the Rocscience 3 and resulted in the same strain profile as measured at the field. Therefore, the presented data justified the discovery and the ability of DOFSS to detect pile imperfection is legit. © 2022, Springer-Verlag GmbH Germany, part of Springer Nature.
format Article
author Beddelee, A.A.A.M.
Mohamad, H.
Tee, B.P.
spellingShingle Beddelee, A.A.A.M.
Mohamad, H.
Tee, B.P.
Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method
author_facet Beddelee, A.A.A.M.
Mohamad, H.
Tee, B.P.
author_sort Beddelee, A.A.A.M.
title Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method
title_short Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method
title_full Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method
title_fullStr Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method
title_full_unstemmed Validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3D Finite Element Method
title_sort validation on laboratory simulated optical fibre sensor instrumented bored pile defect using 3d finite element method
publisher Springer Science and Business Media Deutschland GmbH
publishDate 2022
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85132105172&doi=10.1007%2fs13349-022-00588-y&partnerID=40&md5=2507d2ad2bc1ad60a6abec330311d939
http://eprints.utp.edu.my/33172/
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score 13.1944895