Loading…

Improving bonding behavior between basalt fiber-reinforced polymer sheets and concrete using multi-wall carbon nanotubes modified epoxy composites

Premature debonding failure is a critical problem in the reinforcement of concrete structures using fiber reinforced polymer (FRP) sheets with externally bonded reinforcement (EBR) technique. The usual anchoring methods are likely to cause damage to the concrete. The effect of incorporating various...

Full description

Saved in:
Bibliographic Details
Published in:Case Studies in Construction Materials 2023-07, Vol.18, p.e02216, Article e02216
Main Authors: Shi, Changchun, Jin, Shengji, Jin, Kanhui, Yang, Yuhao, Xu, Li
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites cdi_FETCH-LOGICAL-c361t-31d968e1ec4c17e6b1fa75a53b5b4a52cf28b9eae9b9a7c3e1f9fa4deb281953
container_end_page
container_issue
container_start_page e02216
container_title Case Studies in Construction Materials
container_volume 18
creator Shi, Changchun
Jin, Shengji
Jin, Kanhui
Yang, Yuhao
Xu, Li
description Premature debonding failure is a critical problem in the reinforcement of concrete structures using fiber reinforced polymer (FRP) sheets with externally bonded reinforcement (EBR) technique. The usual anchoring methods are likely to cause damage to the concrete. The effect of incorporating various amounts of carboxyl (COOH)-functionalized MWCNTs in the epoxy resin on the bonding behavior of the basalt fiber-reinforced polymer (BFRP)-concrete joints was detailed studied by single-shear tests and the digital image correlation (DIC) technique. Experimental results indicated that adding the functionalized MWCNTs into the epoxy considerably enhanced the bonding properties. In comparison with the BFRP-concrete joints using neat epoxy, the effective bond length, bond strength, ultimate global slip, interface fracture energy, and BFRP strain of the BFRP-concrete joints using 0.8 wt% MWCNTs modified epoxy increased by 96 %, 55 %, 39 %, 172 %, and 114 %, respectively. The scanning electron microscope (SEM) images of debonded BFRP surface revealed that the MWCNTs could penetrate into concrete along with epoxy resin, and the MWCNTs pull-out and crack-bridging could indicate a reinforcing effect to prevent premature adhesive failure. This study demonstrated the great promise of the MWCNTs modified epoxy composites toward practical engineering application in reinforced concrete (RC) structures. The raw/processed data required to reproduce these findings cannot be shared at this time as the data also forms part of an ongoing study.
doi_str_mv 10.1016/j.cscm.2023.e02216
format article
fullrecord <record><control><sourceid>elsevier_doaj_</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_3552107962764caf9929d4c8d8358c41</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S2214509523003960</els_id><doaj_id>oai_doaj_org_article_3552107962764caf9929d4c8d8358c41</doaj_id><sourcerecordid>S2214509523003960</sourcerecordid><originalsourceid>FETCH-LOGICAL-c361t-31d968e1ec4c17e6b1fa75a53b5b4a52cf28b9eae9b9a7c3e1f9fa4deb281953</originalsourceid><addsrcrecordid>eNp9kc1q3DAUhU1poCHNC2SlF_BUki3bgmxC6M9AoJvsxZV0lWiwJSNpJp3X6BNXkwmhq6zO5cL57s9pmhtGN4yy4dtuY7JZNpzyboOUczZ8ai6r9K2gUnz-r_7SXOe8o5TySQwTHy-bv9tlTfHgwxPRMdhXxWc4-JhqUV4QA9GQYS7EeY2pTeiDi8mgJWucjwsmkp8RSyYQLDExmIQFyT6fUMt-Lr59gXkmBlIdQAKEWPYaM1mi9c5XDK7xz7E6lzVmXzB_bS4czBmv3_Sqefzx_fH-V_vw--f2_u6hNd3AStsxK4cJGZresBEHzRyMAkSnhe5BcOP4pCUCSi1hNB0yJx30FjWfmBTdVbM9Y22EnVqTXyAdVQSvXhsxPSlIxZsZVScEZ3SUAx-H3oCTkkvbm8lOnZhMzyqLn1kmxZwTunceo-qUkdqpU0bqlJE6Z1RNt2cT1iMPHpPKxmOon_UJTalr-I_s_wCk-J8X</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Improving bonding behavior between basalt fiber-reinforced polymer sheets and concrete using multi-wall carbon nanotubes modified epoxy composites</title><source>ScienceDirect Journals</source><creator>Shi, Changchun ; Jin, Shengji ; Jin, Kanhui ; Yang, Yuhao ; Xu, Li</creator><creatorcontrib>Shi, Changchun ; Jin, Shengji ; Jin, Kanhui ; Yang, Yuhao ; Xu, Li</creatorcontrib><description>Premature debonding failure is a critical problem in the reinforcement of concrete structures using fiber reinforced polymer (FRP) sheets with externally bonded reinforcement (EBR) technique. The usual anchoring methods are likely to cause damage to the concrete. The effect of incorporating various amounts of carboxyl (COOH)-functionalized MWCNTs in the epoxy resin on the bonding behavior of the basalt fiber-reinforced polymer (BFRP)-concrete joints was detailed studied by single-shear tests and the digital image correlation (DIC) technique. Experimental results indicated that adding the functionalized MWCNTs into the epoxy considerably enhanced the bonding properties. In comparison with the BFRP-concrete joints using neat epoxy, the effective bond length, bond strength, ultimate global slip, interface fracture energy, and BFRP strain of the BFRP-concrete joints using 0.8 wt% MWCNTs modified epoxy increased by 96 %, 55 %, 39 %, 172 %, and 114 %, respectively. The scanning electron microscope (SEM) images of debonded BFRP surface revealed that the MWCNTs could penetrate into concrete along with epoxy resin, and the MWCNTs pull-out and crack-bridging could indicate a reinforcing effect to prevent premature adhesive failure. This study demonstrated the great promise of the MWCNTs modified epoxy composites toward practical engineering application in reinforced concrete (RC) structures. The raw/processed data required to reproduce these findings cannot be shared at this time as the data also forms part of an ongoing study.</description><identifier>ISSN: 2214-5095</identifier><identifier>EISSN: 2214-5095</identifier><identifier>DOI: 10.1016/j.cscm.2023.e02216</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Bonding property ; Concrete ; Epoxy resin ; FRP sheet ; Multi-wall carbon nanotubes ; Resin-reinforced cement composite</subject><ispartof>Case Studies in Construction Materials, 2023-07, Vol.18, p.e02216, Article e02216</ispartof><rights>2023 The Authors</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c361t-31d968e1ec4c17e6b1fa75a53b5b4a52cf28b9eae9b9a7c3e1f9fa4deb281953</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S2214509523003960$$EHTML$$P50$$Gelsevier$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,3547,27922,27923,45778</link.rule.ids></links><search><creatorcontrib>Shi, Changchun</creatorcontrib><creatorcontrib>Jin, Shengji</creatorcontrib><creatorcontrib>Jin, Kanhui</creatorcontrib><creatorcontrib>Yang, Yuhao</creatorcontrib><creatorcontrib>Xu, Li</creatorcontrib><title>Improving bonding behavior between basalt fiber-reinforced polymer sheets and concrete using multi-wall carbon nanotubes modified epoxy composites</title><title>Case Studies in Construction Materials</title><description>Premature debonding failure is a critical problem in the reinforcement of concrete structures using fiber reinforced polymer (FRP) sheets with externally bonded reinforcement (EBR) technique. The usual anchoring methods are likely to cause damage to the concrete. The effect of incorporating various amounts of carboxyl (COOH)-functionalized MWCNTs in the epoxy resin on the bonding behavior of the basalt fiber-reinforced polymer (BFRP)-concrete joints was detailed studied by single-shear tests and the digital image correlation (DIC) technique. Experimental results indicated that adding the functionalized MWCNTs into the epoxy considerably enhanced the bonding properties. In comparison with the BFRP-concrete joints using neat epoxy, the effective bond length, bond strength, ultimate global slip, interface fracture energy, and BFRP strain of the BFRP-concrete joints using 0.8 wt% MWCNTs modified epoxy increased by 96 %, 55 %, 39 %, 172 %, and 114 %, respectively. The scanning electron microscope (SEM) images of debonded BFRP surface revealed that the MWCNTs could penetrate into concrete along with epoxy resin, and the MWCNTs pull-out and crack-bridging could indicate a reinforcing effect to prevent premature adhesive failure. This study demonstrated the great promise of the MWCNTs modified epoxy composites toward practical engineering application in reinforced concrete (RC) structures. The raw/processed data required to reproduce these findings cannot be shared at this time as the data also forms part of an ongoing study.</description><subject>Bonding property</subject><subject>Concrete</subject><subject>Epoxy resin</subject><subject>FRP sheet</subject><subject>Multi-wall carbon nanotubes</subject><subject>Resin-reinforced cement composite</subject><issn>2214-5095</issn><issn>2214-5095</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNp9kc1q3DAUhU1poCHNC2SlF_BUki3bgmxC6M9AoJvsxZV0lWiwJSNpJp3X6BNXkwmhq6zO5cL57s9pmhtGN4yy4dtuY7JZNpzyboOUczZ8ai6r9K2gUnz-r_7SXOe8o5TySQwTHy-bv9tlTfHgwxPRMdhXxWc4-JhqUV4QA9GQYS7EeY2pTeiDi8mgJWucjwsmkp8RSyYQLDExmIQFyT6fUMt-Lr59gXkmBlIdQAKEWPYaM1mi9c5XDK7xz7E6lzVmXzB_bS4czBmv3_Sqefzx_fH-V_vw--f2_u6hNd3AStsxK4cJGZresBEHzRyMAkSnhe5BcOP4pCUCSi1hNB0yJx30FjWfmBTdVbM9Y22EnVqTXyAdVQSvXhsxPSlIxZsZVScEZ3SUAx-H3oCTkkvbm8lOnZhMzyqLn1kmxZwTunceo-qUkdqpU0bqlJE6Z1RNt2cT1iMPHpPKxmOon_UJTalr-I_s_wCk-J8X</recordid><startdate>202307</startdate><enddate>202307</enddate><creator>Shi, Changchun</creator><creator>Jin, Shengji</creator><creator>Jin, Kanhui</creator><creator>Yang, Yuhao</creator><creator>Xu, Li</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>DOA</scope></search><sort><creationdate>202307</creationdate><title>Improving bonding behavior between basalt fiber-reinforced polymer sheets and concrete using multi-wall carbon nanotubes modified epoxy composites</title><author>Shi, Changchun ; Jin, Shengji ; Jin, Kanhui ; Yang, Yuhao ; Xu, Li</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c361t-31d968e1ec4c17e6b1fa75a53b5b4a52cf28b9eae9b9a7c3e1f9fa4deb281953</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Bonding property</topic><topic>Concrete</topic><topic>Epoxy resin</topic><topic>FRP sheet</topic><topic>Multi-wall carbon nanotubes</topic><topic>Resin-reinforced cement composite</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Shi, Changchun</creatorcontrib><creatorcontrib>Jin, Shengji</creatorcontrib><creatorcontrib>Jin, Kanhui</creatorcontrib><creatorcontrib>Yang, Yuhao</creatorcontrib><creatorcontrib>Xu, Li</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><collection>Open Access: DOAJ - Directory of Open Access Journals</collection><jtitle>Case Studies in Construction Materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Shi, Changchun</au><au>Jin, Shengji</au><au>Jin, Kanhui</au><au>Yang, Yuhao</au><au>Xu, Li</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Improving bonding behavior between basalt fiber-reinforced polymer sheets and concrete using multi-wall carbon nanotubes modified epoxy composites</atitle><jtitle>Case Studies in Construction Materials</jtitle><date>2023-07</date><risdate>2023</risdate><volume>18</volume><spage>e02216</spage><pages>e02216-</pages><artnum>e02216</artnum><issn>2214-5095</issn><eissn>2214-5095</eissn><abstract>Premature debonding failure is a critical problem in the reinforcement of concrete structures using fiber reinforced polymer (FRP) sheets with externally bonded reinforcement (EBR) technique. The usual anchoring methods are likely to cause damage to the concrete. The effect of incorporating various amounts of carboxyl (COOH)-functionalized MWCNTs in the epoxy resin on the bonding behavior of the basalt fiber-reinforced polymer (BFRP)-concrete joints was detailed studied by single-shear tests and the digital image correlation (DIC) technique. Experimental results indicated that adding the functionalized MWCNTs into the epoxy considerably enhanced the bonding properties. In comparison with the BFRP-concrete joints using neat epoxy, the effective bond length, bond strength, ultimate global slip, interface fracture energy, and BFRP strain of the BFRP-concrete joints using 0.8 wt% MWCNTs modified epoxy increased by 96 %, 55 %, 39 %, 172 %, and 114 %, respectively. The scanning electron microscope (SEM) images of debonded BFRP surface revealed that the MWCNTs could penetrate into concrete along with epoxy resin, and the MWCNTs pull-out and crack-bridging could indicate a reinforcing effect to prevent premature adhesive failure. This study demonstrated the great promise of the MWCNTs modified epoxy composites toward practical engineering application in reinforced concrete (RC) structures. The raw/processed data required to reproduce these findings cannot be shared at this time as the data also forms part of an ongoing study.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.cscm.2023.e02216</doi><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 2214-5095
ispartof Case Studies in Construction Materials, 2023-07, Vol.18, p.e02216, Article e02216
issn 2214-5095
2214-5095
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_3552107962764caf9929d4c8d8358c41
source ScienceDirect Journals
subjects Bonding property
Concrete
Epoxy resin
FRP sheet
Multi-wall carbon nanotubes
Resin-reinforced cement composite
title Improving bonding behavior between basalt fiber-reinforced polymer sheets and concrete using multi-wall carbon nanotubes modified epoxy composites
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-14T05%3A31%3A53IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-elsevier_doaj_&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Improving%20bonding%20behavior%20between%20basalt%20fiber-reinforced%20polymer%20sheets%20and%20concrete%20using%20multi-wall%20carbon%20nanotubes%20modified%20epoxy%20composites&rft.jtitle=Case%20Studies%20in%20Construction%20Materials&rft.au=Shi,%20Changchun&rft.date=2023-07&rft.volume=18&rft.spage=e02216&rft.pages=e02216-&rft.artnum=e02216&rft.issn=2214-5095&rft.eissn=2214-5095&rft_id=info:doi/10.1016/j.cscm.2023.e02216&rft_dat=%3Celsevier_doaj_%3ES2214509523003960%3C/elsevier_doaj_%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c361t-31d968e1ec4c17e6b1fa75a53b5b4a52cf28b9eae9b9a7c3e1f9fa4deb281953%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true