Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods

Basalt fiber (BF) is a new anti-corrosion and environmentally friendly material, which is expected to delay the corrosion process of steel bars and improve the durability of reinforced reactive powder concrete (RPC). The electrochemical method is a nondestructive testing and real-time monitoring tec...

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Main Authors: Hanbing Liu, Xiang Lyu, Yuwei Zhang, Guobao Luo, Wenjun Li
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/20/18/5027
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author Hanbing Liu
Xiang Lyu
Yuwei Zhang
Guobao Luo
Wenjun Li
author_facet Hanbing Liu
Xiang Lyu
Yuwei Zhang
Guobao Luo
Wenjun Li
author_sort Hanbing Liu
collection DOAJ
description Basalt fiber (BF) is a new anti-corrosion and environmentally friendly material, which is expected to delay the corrosion process of steel bars and improve the durability of reinforced reactive powder concrete (RPC). The electrochemical method is a nondestructive testing and real-time monitoring technique used to characterize the corrosion behaviors of steel bars embedded in concrete structures. In this paper, the electrochemical technique was employed to evaluate the corrosion of steel bars embedded in basalt fiber modified reactive powder concrete (BFRPC). Besides, crack and steel-concrete interface damage (SCID) were considered as typical factors that affect steel corrosion in concrete. Thus, both reinforced fiber-free RPC and BFRPC specimens with crack and SCID were prepared for evaluating the steel corrosion behaviors by electrochemical methods. The results revealed that both crack and SCID would aggravate the steel corrosion, and the crack was the major factor that affects the corrosion process. Moreover, the excellent compactness of BFRPC and the bridging action of BF could effectively prevent the concrete cracking and steel corrosion process of concrete. Using reinforced BFRPC instead of ordinary concrete in practical projects could greatly extend the service life of steel bars.
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spelling doaj.art-e0209c1b4ede48eba66189502607f0942023-11-20T12:35:58ZengMDPI AGSensors1424-82202020-09-012018502710.3390/s20185027Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical MethodsHanbing Liu0Xiang Lyu1Yuwei Zhang2Guobao Luo3Wenjun Li4College of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaCollege of Transportation, Jilin University, Changchun 130025, ChinaBasalt fiber (BF) is a new anti-corrosion and environmentally friendly material, which is expected to delay the corrosion process of steel bars and improve the durability of reinforced reactive powder concrete (RPC). The electrochemical method is a nondestructive testing and real-time monitoring technique used to characterize the corrosion behaviors of steel bars embedded in concrete structures. In this paper, the electrochemical technique was employed to evaluate the corrosion of steel bars embedded in basalt fiber modified reactive powder concrete (BFRPC). Besides, crack and steel-concrete interface damage (SCID) were considered as typical factors that affect steel corrosion in concrete. Thus, both reinforced fiber-free RPC and BFRPC specimens with crack and SCID were prepared for evaluating the steel corrosion behaviors by electrochemical methods. The results revealed that both crack and SCID would aggravate the steel corrosion, and the crack was the major factor that affects the corrosion process. Moreover, the excellent compactness of BFRPC and the bridging action of BF could effectively prevent the concrete cracking and steel corrosion process of concrete. Using reinforced BFRPC instead of ordinary concrete in practical projects could greatly extend the service life of steel bars.https://www.mdpi.com/1424-8220/20/18/5027reactive powder concretebasalt fiberelectrochemicalcracksteel-concrete interface damage
spellingShingle Hanbing Liu
Xiang Lyu
Yuwei Zhang
Guobao Luo
Wenjun Li
Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods
Sensors
reactive powder concrete
basalt fiber
electrochemical
crack
steel-concrete interface damage
title Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods
title_full Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods
title_fullStr Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods
title_full_unstemmed Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods
title_short Steel Corrosion Evaluation of Basalt Fiber RPC Affected by Crack and Steel-Concrete Interface Damage Using Electrochemical Methods
title_sort steel corrosion evaluation of basalt fiber rpc affected by crack and steel concrete interface damage using electrochemical methods
topic reactive powder concrete
basalt fiber
electrochemical
crack
steel-concrete interface damage
url https://www.mdpi.com/1424-8220/20/18/5027
work_keys_str_mv AT hanbingliu steelcorrosionevaluationofbasaltfiberrpcaffectedbycrackandsteelconcreteinterfacedamageusingelectrochemicalmethods
AT xianglyu steelcorrosionevaluationofbasaltfiberrpcaffectedbycrackandsteelconcreteinterfacedamageusingelectrochemicalmethods
AT yuweizhang steelcorrosionevaluationofbasaltfiberrpcaffectedbycrackandsteelconcreteinterfacedamageusingelectrochemicalmethods
AT guobaoluo steelcorrosionevaluationofbasaltfiberrpcaffectedbycrackandsteelconcreteinterfacedamageusingelectrochemicalmethods
AT wenjunli steelcorrosionevaluationofbasaltfiberrpcaffectedbycrackandsteelconcreteinterfacedamageusingelectrochemicalmethods