Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads

Abstract This study evaluates the static and fatigue bond behavior in basalt fiber-reinforced polymer (BFRP) bars embedded in concrete. For bond behavior under a mono-tensile load, BFRP bars with four types of surface patterns (round, rectangular, cross-winding, and spiral-winding) were adopted, and...

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Main Authors: Xia Liu, Xin Wang, Kangyu Xie, Zhishen Wu, Feng Li
Format: Article
Language:English
Published: SpringerOpen 2020-03-01
Series:International Journal of Concrete Structures and Materials
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40069-020-0394-4
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spelling doaj-6ab8c434c2864b52b29a5a9b8b3d1f222020-11-25T00:47:16ZengSpringerOpenInternational Journal of Concrete Structures and Materials1976-04852234-13152020-03-0114111510.1186/s40069-020-0394-4Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic LoadsXia Liu0Xin Wang1Kangyu Xie2Zhishen Wu3Feng Li4College of Field Engineering, Army Engineering University of PLAKey Laboratory of C & PC Structures Ministry of Education, Southeast UniversityCollege of Architectural Engineering, Zhongyuan University of TechnologyKey Laboratory of C & PC Structures Ministry of Education, Southeast UniversityCollege of Field Engineering, Army Engineering University of PLAAbstract This study evaluates the static and fatigue bond behavior in basalt fiber-reinforced polymer (BFRP) bars embedded in concrete. For bond behavior under a mono-tensile load, BFRP bars with four types of surface patterns (round, rectangular, cross-winding, and spiral-winding) were adopted, and 20 groups of rib parameters were introduced for round-type BFRP bars. The bond–slip relationships and the influences of the above parameters on bond behavior were investigated. An analytical model for simulating the relationships of full bond slip was studied by data fitting. For bond behavior under cyclic loads, the relationship between stress levels and the number of cycles was investigated, and the slip of round-ribbed BFRP bars was studied with respect to the number of cycles. The results showed that the rectangular, cross-winding, and spiral-winding ribbed bars experienced serious wear, and that the average bond strength was approximately 80.6% of that of the round-ribbed bars. Thus, the bond behavior of the round rib is superior to those of the other surfaces. In addition, a bond–slip constitutive model for a BFRP bar is proposed, representing four main stages: a micro-slip stage, a slip stage, a descending stage, and a residual stage. Under cyclic loads, an equation was proposed for predicting fatigue life with a regression coefficient of 0.880, and a development law of slip was characterized as three stages: the linear increase stage, the steady increase stage, and the sharp increase stage, respectively.http://link.springer.com/article/10.1186/s40069-020-0394-4basalt fiber-reinforced polymer (BFRP)rib parametersbond behaviorbond–slip constitutive lawfatigue life
collection DOAJ
language English
format Article
sources DOAJ
author Xia Liu
Xin Wang
Kangyu Xie
Zhishen Wu
Feng Li
spellingShingle Xia Liu
Xin Wang
Kangyu Xie
Zhishen Wu
Feng Li
Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads
International Journal of Concrete Structures and Materials
basalt fiber-reinforced polymer (BFRP)
rib parameters
bond behavior
bond–slip constitutive law
fatigue life
author_facet Xia Liu
Xin Wang
Kangyu Xie
Zhishen Wu
Feng Li
author_sort Xia Liu
title Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads
title_short Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads
title_full Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads
title_fullStr Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads
title_full_unstemmed Bond Behavior of Basalt Fiber-Reinforced Polymer Bars Embedded in Concrete Under Mono-tensile and Cyclic Loads
title_sort bond behavior of basalt fiber-reinforced polymer bars embedded in concrete under mono-tensile and cyclic loads
publisher SpringerOpen
series International Journal of Concrete Structures and Materials
issn 1976-0485
2234-1315
publishDate 2020-03-01
description Abstract This study evaluates the static and fatigue bond behavior in basalt fiber-reinforced polymer (BFRP) bars embedded in concrete. For bond behavior under a mono-tensile load, BFRP bars with four types of surface patterns (round, rectangular, cross-winding, and spiral-winding) were adopted, and 20 groups of rib parameters were introduced for round-type BFRP bars. The bond–slip relationships and the influences of the above parameters on bond behavior were investigated. An analytical model for simulating the relationships of full bond slip was studied by data fitting. For bond behavior under cyclic loads, the relationship between stress levels and the number of cycles was investigated, and the slip of round-ribbed BFRP bars was studied with respect to the number of cycles. The results showed that the rectangular, cross-winding, and spiral-winding ribbed bars experienced serious wear, and that the average bond strength was approximately 80.6% of that of the round-ribbed bars. Thus, the bond behavior of the round rib is superior to those of the other surfaces. In addition, a bond–slip constitutive model for a BFRP bar is proposed, representing four main stages: a micro-slip stage, a slip stage, a descending stage, and a residual stage. Under cyclic loads, an equation was proposed for predicting fatigue life with a regression coefficient of 0.880, and a development law of slip was characterized as three stages: the linear increase stage, the steady increase stage, and the sharp increase stage, respectively.
topic basalt fiber-reinforced polymer (BFRP)
rib parameters
bond behavior
bond–slip constitutive law
fatigue life
url http://link.springer.com/article/10.1186/s40069-020-0394-4
work_keys_str_mv AT xialiu bondbehaviorofbasaltfiberreinforcedpolymerbarsembeddedinconcreteundermonotensileandcyclicloads
AT xinwang bondbehaviorofbasaltfiberreinforcedpolymerbarsembeddedinconcreteundermonotensileandcyclicloads
AT kangyuxie bondbehaviorofbasaltfiberreinforcedpolymerbarsembeddedinconcreteundermonotensileandcyclicloads
AT zhishenwu bondbehaviorofbasaltfiberreinforcedpolymerbarsembeddedinconcreteundermonotensileandcyclicloads
AT fengli bondbehaviorofbasaltfiberreinforcedpolymerbarsembeddedinconcreteundermonotensileandcyclicloads
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