Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor

A 203-m-high gravity dam being built in earthquake-prone areas needs to be investigated very carefully to determine its dynamic responses, damage mechanism, and safety evaluation. The dynamic characteristics, seismic responses, failure mode, and safety evaluation of the above structure are presented...

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Main Authors: Mingming Wang, Jianyun Chen, Hai Wei, Bingyue Song, Weirong Xiao
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Complexity
Online Access:http://dx.doi.org/10.1155/2019/7837836
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author Mingming Wang
Jianyun Chen
Hai Wei
Bingyue Song
Weirong Xiao
author_facet Mingming Wang
Jianyun Chen
Hai Wei
Bingyue Song
Weirong Xiao
author_sort Mingming Wang
collection DOAJ
description A 203-m-high gravity dam being built in earthquake-prone areas needs to be investigated very carefully to determine its dynamic responses, damage mechanism, and safety evaluation. The dynamic characteristics, seismic responses, failure mode, and safety evaluation of the above structure are presented through dynamic fracture test for small-scale model on shaking table. Because the strength of the model material is very low, the traditional strain gauge is also not easy to be glued to the surface of model. It is difficult to measure the accurate strain data of small-scale model during testing. Therefore, Fiber Bragg Grating (FBG) strain sensor is presented to obtain the strain of small-scale model during testing, due to its high sensitivity. The dynamic strain and residual strain are obtained with the FBG sensors embedded in model. The FBG sensor is adhered to model material completely and shows advantages of ease for installation, high sensitivity, and reliability compared with traditional resistance strain gauge. The model during testing is submitted with earthquake wave from the Chinese Code. In the experiment, the peak ground acceleration (PGA) of the first crack in the model indicates the safety level of the gravity dam. The crack locations and forms determine the damageable part of gravity dam under intense earthquake. After the final analysis, the safety evaluation result of the gravity dam under strong earthquake is given in order to guide the implementation of the project.
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institution Kabale University
issn 1076-2787
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language English
publishDate 2019-01-01
publisher Wiley
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series Complexity
spelling doaj-art-288fd55693e34efd884eb9552f271ed72025-08-20T03:54:38ZengWileyComplexity1076-27871099-05262019-01-01201910.1155/2019/78378367837836Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain SensorMingming Wang0Jianyun Chen1Hai Wei2Bingyue Song3Weirong Xiao4Faculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, ChinaState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, ChinaFaculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, ChinaFaculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, ChinaFaculty of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650500, ChinaA 203-m-high gravity dam being built in earthquake-prone areas needs to be investigated very carefully to determine its dynamic responses, damage mechanism, and safety evaluation. The dynamic characteristics, seismic responses, failure mode, and safety evaluation of the above structure are presented through dynamic fracture test for small-scale model on shaking table. Because the strength of the model material is very low, the traditional strain gauge is also not easy to be glued to the surface of model. It is difficult to measure the accurate strain data of small-scale model during testing. Therefore, Fiber Bragg Grating (FBG) strain sensor is presented to obtain the strain of small-scale model during testing, due to its high sensitivity. The dynamic strain and residual strain are obtained with the FBG sensors embedded in model. The FBG sensor is adhered to model material completely and shows advantages of ease for installation, high sensitivity, and reliability compared with traditional resistance strain gauge. The model during testing is submitted with earthquake wave from the Chinese Code. In the experiment, the peak ground acceleration (PGA) of the first crack in the model indicates the safety level of the gravity dam. The crack locations and forms determine the damageable part of gravity dam under intense earthquake. After the final analysis, the safety evaluation result of the gravity dam under strong earthquake is given in order to guide the implementation of the project.http://dx.doi.org/10.1155/2019/7837836
spellingShingle Mingming Wang
Jianyun Chen
Hai Wei
Bingyue Song
Weirong Xiao
Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
Complexity
title Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
title_full Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
title_fullStr Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
title_full_unstemmed Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
title_short Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
title_sort investigation on seismic damage model test of a high concrete gravity dam based on application of fbg strain sensor
url http://dx.doi.org/10.1155/2019/7837836
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AT jianyunchen investigationonseismicdamagemodeltestofahighconcretegravitydambasedonapplicationoffbgstrainsensor
AT haiwei investigationonseismicdamagemodeltestofahighconcretegravitydambasedonapplicationoffbgstrainsensor
AT bingyuesong investigationonseismicdamagemodeltestofahighconcretegravitydambasedonapplicationoffbgstrainsensor
AT weirongxiao investigationonseismicdamagemodeltestofahighconcretegravitydambasedonapplicationoffbgstrainsensor