Condition assessment of concrete piers subjected to impact load using fiber optic sensing

A novel strategy for condition assessment of concrete piers subjected to impact load is presented in this article. The method of estimating residual displacement (lateral displacement and rotation angle) of concrete piers using long-gauge fiber optic sensing is firstly established. Theoretical deriv...

Full description

Bibliographic Details
Main Authors: Jufei Xie, Haitao Yang, Zhiyuan Jing, Yang Zhang, Wan Hong, Xiamin Hu
Format: Article
Language:English
Published: Elsevier 2022-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S221450952200729X
_version_ 1811235182804467712
author Jufei Xie
Haitao Yang
Zhiyuan Jing
Yang Zhang
Wan Hong
Xiamin Hu
author_facet Jufei Xie
Haitao Yang
Zhiyuan Jing
Yang Zhang
Wan Hong
Xiamin Hu
author_sort Jufei Xie
collection DOAJ
description A novel strategy for condition assessment of concrete piers subjected to impact load is presented in this article. The method of estimating residual displacement (lateral displacement and rotation angle) of concrete piers using long-gauge fiber optic sensing is firstly established. Theoretical derivation reveals that there exists linear relationship between the residual average strain and lateral displacement or rotation angle of the concrete piers. Then, a scaled concrete pier subjected to impact load was designed to verify the condition assessment strategy. The damages of the pier gradually increase by changing the impact velocity of the moving vehicle. Experimental results show that the residual average strain can well reflect the location and severity of random crack damages of the pier under impact load. Meanwhile, residual lateral displacement and rotation angel distribution along the specimen can be identified using the residual average strain measured by long-gauge fiber optic sensors. In addition, hammer excitation was also conducted on the pier after each impact in order to obtain structural dynamic properties. The extracted natural frequencies can reflect global performance (boundary condition and global stiffness) of the pier at each damage state. Therefore, the presented strategy could be a new alternative for condition assessment of concrete piers or columns in civil engineering.
first_indexed 2024-04-12T11:46:32Z
format Article
id doaj.art-d73e99dadb644f46bc2b7cbeb5790361
institution Directory Open Access Journal
issn 2214-5095
language English
last_indexed 2024-04-12T11:46:32Z
publishDate 2022-12-01
publisher Elsevier
record_format Article
series Case Studies in Construction Materials
spelling doaj.art-d73e99dadb644f46bc2b7cbeb57903612022-12-22T03:34:19ZengElsevierCase Studies in Construction Materials2214-50952022-12-0117e01597Condition assessment of concrete piers subjected to impact load using fiber optic sensingJufei Xie0Haitao Yang1Zhiyuan Jing2Yang Zhang3Wan Hong4Xiamin Hu5College of Civil Engineering, Nanjing Tech University, Nanjing 211816, China; Jiangsu Chenglite Construction Engineering Co., Ltd., Huaian, ChinaCollege of Civil Engineering, Nanjing Tech University, Nanjing 211816, ChinaInner Mongolia High-Grade Highway Construction and Development Co., Ltd., Inner Mongolia, ChinaJiangsu Suhuaiyan Expressway Management Co., Ltd., Huaian, ChinaCollege of Civil Engineering, Nanjing Tech University, Nanjing 211816, China; Corresponding author.College of Civil Engineering, Nanjing Tech University, Nanjing 211816, ChinaA novel strategy for condition assessment of concrete piers subjected to impact load is presented in this article. The method of estimating residual displacement (lateral displacement and rotation angle) of concrete piers using long-gauge fiber optic sensing is firstly established. Theoretical derivation reveals that there exists linear relationship between the residual average strain and lateral displacement or rotation angle of the concrete piers. Then, a scaled concrete pier subjected to impact load was designed to verify the condition assessment strategy. The damages of the pier gradually increase by changing the impact velocity of the moving vehicle. Experimental results show that the residual average strain can well reflect the location and severity of random crack damages of the pier under impact load. Meanwhile, residual lateral displacement and rotation angel distribution along the specimen can be identified using the residual average strain measured by long-gauge fiber optic sensors. In addition, hammer excitation was also conducted on the pier after each impact in order to obtain structural dynamic properties. The extracted natural frequencies can reflect global performance (boundary condition and global stiffness) of the pier at each damage state. Therefore, the presented strategy could be a new alternative for condition assessment of concrete piers or columns in civil engineering.http://www.sciencedirect.com/science/article/pii/S221450952200729XConcrete piersCondition assessmentResidual average strainResidual displacementNatural frequencyFiber optic sensing
spellingShingle Jufei Xie
Haitao Yang
Zhiyuan Jing
Yang Zhang
Wan Hong
Xiamin Hu
Condition assessment of concrete piers subjected to impact load using fiber optic sensing
Case Studies in Construction Materials
Concrete piers
Condition assessment
Residual average strain
Residual displacement
Natural frequency
Fiber optic sensing
title Condition assessment of concrete piers subjected to impact load using fiber optic sensing
title_full Condition assessment of concrete piers subjected to impact load using fiber optic sensing
title_fullStr Condition assessment of concrete piers subjected to impact load using fiber optic sensing
title_full_unstemmed Condition assessment of concrete piers subjected to impact load using fiber optic sensing
title_short Condition assessment of concrete piers subjected to impact load using fiber optic sensing
title_sort condition assessment of concrete piers subjected to impact load using fiber optic sensing
topic Concrete piers
Condition assessment
Residual average strain
Residual displacement
Natural frequency
Fiber optic sensing
url http://www.sciencedirect.com/science/article/pii/S221450952200729X
work_keys_str_mv AT jufeixie conditionassessmentofconcretepierssubjectedtoimpactloadusingfiberopticsensing
AT haitaoyang conditionassessmentofconcretepierssubjectedtoimpactloadusingfiberopticsensing
AT zhiyuanjing conditionassessmentofconcretepierssubjectedtoimpactloadusingfiberopticsensing
AT yangzhang conditionassessmentofconcretepierssubjectedtoimpactloadusingfiberopticsensing
AT wanhong conditionassessmentofconcretepierssubjectedtoimpactloadusingfiberopticsensing
AT xiaminhu conditionassessmentofconcretepierssubjectedtoimpactloadusingfiberopticsensing