{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,10,7]],"date-time":"2026-10-07T21:20:29Z","timestamp":1791408029262,"version":"4.3.3"},"reference-count":40,"publisher":"MDPI AG","issue":"23","license":[{"start":{"date-parts":[[2022,11,28]],"date-time":"2022-11-28T00:00:00Z","timestamp":1669593600000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["No. 52008331"],"award-info":[{"award-number":["No. 52008331"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["No.2021MD703867"],"award-info":[{"award-number":["No.2021MD703867"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["No. 21JS030"],"award-info":[{"award-number":["No. 21JS030"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["No. 2022SF-467"],"award-info":[{"award-number":["No. 2022SF-467"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100001809","name":"National Natural Science Foundation of China","doi-asserted-by":"publisher","award":["No. LSZZ202114"],"award-info":[{"award-number":["No. LSZZ202114"]}],"id":[{"id":"10.13039\/501100001809","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100002858","name":"China Postdoctoral Science Foundation","doi-asserted-by":"publisher","award":["No. 52008331"],"award-info":[{"award-number":["No. 52008331"]}],"id":[{"id":"10.13039\/501100002858","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100002858","name":"China Postdoctoral Science Foundation","doi-asserted-by":"publisher","award":["No.2021MD703867"],"award-info":[{"award-number":["No.2021MD703867"]}],"id":[{"id":"10.13039\/501100002858","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100002858","name":"China Postdoctoral Science Foundation","doi-asserted-by":"publisher","award":["No. 21JS030"],"award-info":[{"award-number":["No. 21JS030"]}],"id":[{"id":"10.13039\/501100002858","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100002858","name":"China Postdoctoral Science Foundation","doi-asserted-by":"publisher","award":["No. 2022SF-467"],"award-info":[{"award-number":["No. 2022SF-467"]}],"id":[{"id":"10.13039\/501100002858","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100002858","name":"China Postdoctoral Science Foundation","doi-asserted-by":"publisher","award":["No. LSZZ202114"],"award-info":[{"award-number":["No. LSZZ202114"]}],"id":[{"id":"10.13039\/501100002858","id-type":"DOI","asserted-by":"publisher"}]},{"name":"Key Scientific Research Projects of Shaanxi Provincial Department of Education","award":["No. 52008331"],"award-info":[{"award-number":["No. 52008331"]}]},{"name":"Key Scientific Research Projects of Shaanxi Provincial Department of Education","award":["No.2021MD703867"],"award-info":[{"award-number":["No.2021MD703867"]}]},{"name":"Key Scientific Research Projects of Shaanxi Provincial Department of Education","award":["No. 21JS030"],"award-info":[{"award-number":["No. 21JS030"]}]},{"name":"Key Scientific Research Projects of Shaanxi Provincial Department of Education","award":["No. 2022SF-467"],"award-info":[{"award-number":["No. 2022SF-467"]}]},{"name":"Key Scientific Research Projects of Shaanxi Provincial Department of Education","award":["No. LSZZ202114"],"award-info":[{"award-number":["No. LSZZ202114"]}]},{"name":"Shaanxi Provincial Key Research and Development Program","award":["No. 52008331"],"award-info":[{"award-number":["No. 52008331"]}]},{"name":"Shaanxi Provincial Key Research and Development Program","award":["No.2021MD703867"],"award-info":[{"award-number":["No.2021MD703867"]}]},{"name":"Shaanxi Provincial Key Research and Development Program","award":["No. 21JS030"],"award-info":[{"award-number":["No. 21JS030"]}]},{"name":"Shaanxi Provincial Key Research and Development Program","award":["No. 2022SF-467"],"award-info":[{"award-number":["No. 2022SF-467"]}]},{"name":"Shaanxi Provincial Key Research and Development Program","award":["No. LSZZ202114"],"award-info":[{"award-number":["No. LSZZ202114"]}]},{"name":"Independent Research and Development Project of State Key Laboratory of Green Building in Western China","award":["No. 52008331"],"award-info":[{"award-number":["No. 52008331"]}]},{"name":"Independent Research and Development Project of State Key Laboratory of Green Building in Western China","award":["No.2021MD703867"],"award-info":[{"award-number":["No.2021MD703867"]}]},{"name":"Independent Research and Development Project of State Key Laboratory of Green Building in Western China","award":["No. 21JS030"],"award-info":[{"award-number":["No. 21JS030"]}]},{"name":"Independent Research and Development Project of State Key Laboratory of Green Building in Western China","award":["No. 2022SF-467"],"award-info":[{"award-number":["No. 2022SF-467"]}]},{"name":"Independent Research and Development Project of State Key Laboratory of Green Building in Western China","award":["No. LSZZ202114"],"award-info":[{"award-number":["No. LSZZ202114"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Materials"],"abstract":"<jats:p>The purpose of this study is to establish the interfacial bond-slip model for CFRP plate externally bonded to corroded steel plate. The present bond-slip models for CFRP materials bonded to uncorroded steel plate were first reviewed. Thirty-four double-lap joints were tested to investigate the effect of corrosion duration and adhesive thickness on the bond behavior between CFRP plates and corroded steel plates, and the bond-slip curves for the bonding interface with different adhesive thickness and corrosion duration were obtained combined with the CFRP plate strain distribution data. A new bond-slip model for CFRP plate externally bonded to corroded steel plate was proposed, and the expression of the characteristic parameters, which included the maximum bond resistance \u03c4f, the relative slip at the peak bond stress s1, the fitting parameter \u03b1, and the interfacial fracture energy Gf, were also developed based on the careful regression analysis of the present data. The influence of the corrosion duration and construction adhesive thickness on the bond-slip relationship were accounted together and expressed as a new parameter; that is, the effective adhesive thickness teff. The comparison between the predicted values and experimental results indicated that the proposed bond-slip model can be applied to reproduce the structural response of the CFRP plate-corroded steel plate double-lap joint with reasonable accuracy. The outcome of this study can provide meaningful references and essential data for the reliable application of CFRP strengthening systems in the performance improvement of corroded steel structures.<\/jats:p>","DOI":"10.3390\/ma15238488","type":"journal-article","created":{"date-parts":[[2022,11,29]],"date-time":"2022-11-29T02:09:58Z","timestamp":1669687798000},"page":"8488","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":8,"title":["Interfacial Bond-Slip Model for CFRP Plate Externally Bonded to Corroded Steel Plate"],"prefix":"10.3390","volume":"15","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-5531-5155","authenticated-orcid":false,"given":"Anbang","family":"Li","sequence":"first","affiliation":[{"name":"School of Civil Engineering, Xi\u2019an University of Architecture & Technology, Xi\u2019an 710055, China"},{"name":"State Key Laboratory of Green Building in Western China, Xi\u2019an 710055, China"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"given":"Shanhua","family":"Xu","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Xi\u2019an University of Architecture & Technology, Xi\u2019an 710055, China"},{"name":"State Key Laboratory of Green Building in Western China, Xi\u2019an 710055, China"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"1968","published-online":{"date-parts":[[2022,11,28]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"510","DOI":"10.1016\/j.tws.2017.06.013","article-title":"CFRP strengthening and rehabilitation of corroded steel pipelines under direct indentation","volume":"119","author":"Elchalakani","year":"2017","journal-title":"Thin-Walled Struct."},{"key":"ref_2","doi-asserted-by":"crossref","first-page":"296","DOI":"10.1061\/(ASCE)1090-0268(2005)9:4(296)","article-title":"Flexural Response of Steel Beams Strengthened with Partial-Length CFRP Plates","volume":"9","author":"Lenwari","year":"2005","journal-title":"J. Compos. Constr."},{"key":"ref_3","doi-asserted-by":"crossref","first-page":"516","DOI":"10.1016\/j.compositesb.2009.07.002","article-title":"Performance of steel beams strengthened with CFRP laminate\u2014Part 2: FE analyses","volume":"41","author":"Linghoff","year":"2010","journal-title":"Compos. Part B"},{"key":"ref_4","doi-asserted-by":"crossref","first-page":"421","DOI":"10.1016\/j.conbuildmat.2018.04.063","article-title":"Fatigue strengthening of cracked steel plates with CFRP laminates in the case of old steel material","volume":"174","author":"Lepretre","year":"2018","journal-title":"Constr. Build. Mater."},{"key":"ref_5","doi-asserted-by":"crossref","first-page":"125707","DOI":"10.1016\/j.conbuildmat.2021.125707","article-title":"Fatigue behavior of corroded steel plates strengthened with CFRP plates","volume":"314","author":"Li","year":"2022","journal-title":"Constr. Build. Mater."},{"key":"ref_6","doi-asserted-by":"crossref","first-page":"10","DOI":"10.1016\/j.tws.2013.03.012","article-title":"Fatigue behaviour of CFRP strengthened steel plates with different degrees of damage","volume":"69","author":"Yu","year":"2013","journal-title":"Thin-Walled Struct."},{"key":"ref_7","doi-asserted-by":"crossref","first-page":"547","DOI":"10.1016\/j.engstruct.2012.08.010","article-title":"Buckling strength of slender circular tubular steel braces strengthened by CFRP","volume":"46","author":"Gao","year":"2013","journal-title":"Eng. Struct."},{"key":"ref_8","doi-asserted-by":"crossref","first-page":"196","DOI":"10.1016\/j.jcsr.2015.07.015","article-title":"Rectangular steel tubes with timber infill and CFRP confinement under compression: Experiments","volume":"114","author":"Jiao","year":"2015","journal-title":"J. Constr. Steel Res."},{"key":"ref_9","doi-asserted-by":"crossref","first-page":"2","DOI":"10.1061\/(ASCE)1090-0268(2009)13:1(2)","article-title":"Slender steel columns strengthened using high-modulus CFRP plates for buckling control","volume":"13","author":"Shaat","year":"2009","journal-title":"J. Compos. Constr."},{"key":"ref_10","doi-asserted-by":"crossref","first-page":"131","DOI":"10.1016\/j.jcsr.2012.06.011","article-title":"Strengthening of steel structures with fiber-reinforced polymer composites","volume":"78","author":"Teng","year":"2012","journal-title":"J. Constr. Steel Res."},{"key":"ref_11","first-page":"1808","article-title":"State-of-the-Art Review on FRP Strengthened Steel Structures","volume":"29","author":"Zhao","year":"2007","journal-title":"Steel Constr."},{"key":"ref_12","doi-asserted-by":"crossref","first-page":"232","DOI":"10.1016\/j.compstruct.2005.09.004","article-title":"Behaviour under static loading of metallic beams reinforced with a bonded CFRP plate","volume":"78","author":"Deng","year":"2007","journal-title":"Compos. Struct."},{"key":"ref_13","doi-asserted-by":"crossref","first-page":"1059","DOI":"10.1016\/j.tws.2008.10.016","article-title":"Experimental study on repair of fatigue cracks at welded web gusset joint using CFRP strips","volume":"47","author":"Nakamura","year":"2009","journal-title":"Thin-Walled Struct."},{"key":"ref_14","doi-asserted-by":"crossref","first-page":"128","DOI":"10.1016\/j.engfracmech.2015.04.009","article-title":"Experimental study on the fatigue behaviour of cracked steel beams repaired with CFRP plates","volume":"145","author":"Colombi","year":"2015","journal-title":"Eng. Fract. Mech."},{"key":"ref_15","doi-asserted-by":"crossref","first-page":"103167","DOI":"10.1016\/j.jobe.2021.103167","article-title":"Influences of the joint and epoxy adhesive type on the CFRP-steel interfacial behavior","volume":"43","author":"Wang","year":"2021","journal-title":"J. Build. Eng."},{"key":"ref_16","doi-asserted-by":"crossref","first-page":"110208","DOI":"10.1016\/j.tws.2022.110208","article-title":"Experimental and theoretical study on mechanical behaviors of CFRP\u2013steel interface","volume":"182","author":"Xie","year":"2023","journal-title":"Thin-Walled Struct."},{"key":"ref_17","doi-asserted-by":"crossref","first-page":"839","DOI":"10.1016\/j.conbuildmat.2006.06.014","article-title":"Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets","volume":"21","author":"Fawzia","year":"2007","journal-title":"Constr. Build. Mater."},{"key":"ref_18","doi-asserted-by":"crossref","first-page":"489","DOI":"10.1016\/j.conbuildmat.2015.08.130","article-title":"Effect of CFRP properties, on the bond characteristics between steel and CFRP laminate under quasi-static loading","volume":"98","author":"Zhao","year":"2015","journal-title":"Constr. Build. Mater."},{"key":"ref_19","doi-asserted-by":"crossref","first-page":"963","DOI":"10.1016\/j.tws.2004.03.003","article-title":"CFRP strengthened butt-welded very high strength (VHS) circular steel tubes","volume":"42","author":"Jiao","year":"2004","journal-title":"Thin-Walled Struct."},{"key":"ref_20","doi-asserted-by":"crossref","first-page":"2279","DOI":"10.1016\/j.compositesb.2012.01.024","article-title":"Experimental study on CFRP-to-steel bonded interfaces","volume":"43","author":"Yu","year":"2012","journal-title":"Compos. Part B"},{"key":"ref_21","unstructured":"Xia, S., and Teng, J. (2005). Behaviour of FRP-to-Steel Bonded Joints, Proceedings of the International Symposium on Bond Behaviour of FRP in Structures (BBFS 2005), International Institute for FRP in Construction."},{"key":"ref_22","unstructured":"ND, F. (2010). Bond Behaviour and Debonding Failures in CFRP-Strengthened Steel Members. [Ph.D. Thesis, The Hong Kong Polytechnic University]."},{"key":"ref_23","doi-asserted-by":"crossref","first-page":"1204","DOI":"10.1016\/j.compstruct.2017.10.033","article-title":"Bond-slip models for CFRP plates externally bonded to steel substrates","volume":"184","author":"Wang","year":"2018","journal-title":"Compos. Struct."},{"key":"ref_24","doi-asserted-by":"crossref","unstructured":"Kim, S.J., Smith, S.T., and Young, B. (2010, January 27\u201329). Effect of Surface Preparation on the Strength of FRP-to-Mild Steel and FRP-to-Stainless Steel Joints. Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, Beijing, China.","DOI":"10.1007\/978-3-642-17487-2_191"},{"key":"ref_25","doi-asserted-by":"crossref","first-page":"04013012","DOI":"10.1061\/(ASCE)CC.1943-5614.0000387","article-title":"Preparation and characterization of steel surfaces for adhesive bonding","volume":"17","author":"Fernando","year":"2013","journal-title":"J. Compos. Constr."},{"key":"ref_26","doi-asserted-by":"crossref","first-page":"447","DOI":"10.1016\/j.engstruct.2011.08.037","article-title":"A new bond-slip model for adhesive in CFRP\u2013steel composite systems","volume":"34","author":"Dehghani","year":"2012","journal-title":"Eng. Struct."},{"key":"ref_27","doi-asserted-by":"crossref","first-page":"2137","DOI":"10.1016\/j.compstruct.2009.09.042","article-title":"Bond\u2013slip models for double strap joints strengthened by CFRP","volume":"92","author":"Fawzia","year":"2010","journal-title":"Compos. Struct."},{"key":"ref_28","doi-asserted-by":"crossref","first-page":"250","DOI":"10.1016\/j.conbuildmat.2017.08.062","article-title":"Bond-slip behavior of fiber reinforced polymer strips-steel interface","volume":"155","author":"He","year":"2017","journal-title":"Constr. Build. Mater."},{"key":"ref_29","doi-asserted-by":"crossref","first-page":"113015","DOI":"10.1016\/j.compstruct.2020.113015","article-title":"Bond-slip model of the CFRP-steel interface with the CFRP delamination failure","volume":"256","author":"Pang","year":"2021","journal-title":"Compos. Struct."},{"key":"ref_30","first-page":"e00972","article-title":"Stochastic constitutive model of structural steel based on random field of corrosion depth","volume":"16","author":"Wang","year":"2022","journal-title":"Case Stud. Constr. Mater."},{"key":"ref_31","doi-asserted-by":"crossref","unstructured":"Li, A.B., Wang, H., Li, H., Kong, D.L., and Xu, S.H. (2022). Stress Concentration Analysis of the Corroded Steel Plate Strengthened with Carbon Fiber Reinforced Polymer (CFRP) Plates. Polymers, 14.","DOI":"10.3390\/polym14183845"},{"key":"ref_32","doi-asserted-by":"crossref","first-page":"10","DOI":"10.1016\/j.conbuildmat.2021.125117","article-title":"Experimental study on bearing capacity of corroded high-strength bolt connections under shear force","volume":"309","author":"Kong","year":"2021","journal-title":"Constr. Build. Mater."},{"key":"ref_33","doi-asserted-by":"crossref","first-page":"431","DOI":"10.1016\/j.ijadhadh.2018.05.010","article-title":"Effect of pre-installed corrosion on steel plate-CFRP bond characteristics","volume":"84","author":"Chotickai","year":"2018","journal-title":"Int. J. Adhes. Adhes."},{"key":"ref_34","doi-asserted-by":"crossref","first-page":"221","DOI":"10.1016\/j.compstruct.2019.03.068","article-title":"Bond behaviour between CFRP plates and corroded steel plates","volume":"220","author":"Li","year":"2019","journal-title":"Compos. Struct."},{"key":"ref_35","doi-asserted-by":"crossref","first-page":"117607","DOI":"10.1016\/j.conbuildmat.2019.117607","article-title":"Influence of corrosion on the bond behavior in CFRP-steel single lap joints","volume":"236","author":"Xu","year":"2020","journal-title":"Constr. Build. Mater."},{"key":"ref_36","doi-asserted-by":"crossref","first-page":"12","DOI":"10.1016\/j.compstruct.2016.05.100","article-title":"Debonding of CFRP-to-steel joints with CFRP delamination","volume":"153","author":"He","year":"2016","journal-title":"Compos. Struct."},{"key":"ref_37","unstructured":"Li, A. (2020). Fatigue Behavior and Design Method of Corroded Steel Plate Strengthened with CFRP Plates. [Ph.D. Thesis, Xi\u2019an University of Architecture & Technology]."},{"key":"ref_38","unstructured":"(2008). Test Methods for Properties of Resin Casting Body (Standard No. GB\/T2567-2008)."},{"key":"ref_39","unstructured":"(2010). Metallic Materials\u2014Tensile Testing\u2014Part 1: Method of Test at Room Temperature (Standard No. GB\/T228.1-2010)."},{"key":"ref_40","unstructured":"(2012). Geometrical Product Specifications (GPS)\u2014Surface Texture: Areal\u2014Part 2: Terms, Definitions and Surface Texture Parameters (Standard No. ISO 25178-2)."}],"container-title":["Materials"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.mdpi.com\/1996-1944\/15\/23\/8488\/pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2025,10,11]],"date-time":"2025-10-11T01:28:45Z","timestamp":1760146125000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.mdpi.com\/1996-1944\/15\/23\/8488"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,11,28]]},"references-count":40,"journal-issue":{"issue":"23","published-online":{"date-parts":[[2022,12]]}},"alternative-id":["ma15238488"],"URL":"https:\/\/doi.org\/10.3390\/ma15238488","relation":{},"ISSN":["1996-1944"],"issn-type":[{"value":"1996-1944","type":"electronic"}],"subject":[],"published":{"date-parts":[[2022,11,28]]}}}