{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,9]],"date-time":"2026-04-09T05:55:05Z","timestamp":1775714105932,"version":"3.50.1"},"reference-count":76,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2026,4,1]],"date-time":"2026-04-01T00:00:00Z","timestamp":1775001600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2026,4,1]],"date-time":"2026-04-01T00:00:00Z","timestamp":1775001600000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2026,2,24]],"date-time":"2026-02-24T00:00:00Z","timestamp":1771891200000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by-nc-nd\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100001871","name":"Foundation for Science and Technology","doi-asserted-by":"publisher","id":[{"id":"10.13039\/501100001871","id-type":"DOI","asserted-by":"publisher"}]},{"DOI":"10.13039\/501100006111","name":"Minist\u00e9rio da Ci\u00eancia, Tecnologia e Ensino Superior","doi-asserted-by":"publisher","award":["UID\/00667"],"award-info":[{"award-number":["UID\/00667"]}],"id":[{"id":"10.13039\/501100006111","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["Engineering Fracture Mechanics"],"published-print":{"date-parts":[[2026,4]]},"DOI":"10.1016\/j.engfracmech.2026.111987","type":"journal-article","created":{"date-parts":[[2026,2,24]],"date-time":"2026-02-24T07:39:21Z","timestamp":1771918761000},"page":"111987","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":0,"special_numbering":"C","title":["Analytical formulation for FRP-to-substrate bonded joints considering the test setup and adhesive type"],"prefix":"10.1016","volume":"336","author":[{"given":"Paulo","family":"Reis","sequence":"first","affiliation":[]},{"given":"Yongming","family":"Yang","sequence":"additional","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0001-7481-7935","authenticated-orcid":false,"given":"Dilum","family":"Fernando","sequence":"additional","affiliation":[]},{"ORCID":"https:\/\/orcid.org\/0000-0002-4791-5123","authenticated-orcid":false,"given":"Hugo C.","family":"Biscaia","sequence":"additional","affiliation":[]}],"member":"78","reference":[{"issue":"5","key":"10.1016\/j.engfracmech.2026.111987_b0005","doi-asserted-by":"crossref","first-page":"311","DOI":"10.1016\/S0950-0618(98)00012-9","article-title":"Fatigue strength degradation of E-glass FRP composites and carbon FRP composites","volume":"12","author":"Demers","year":"1998","journal-title":"Constr Build Mater"},{"issue":"6\u20137","key":"10.1016\/j.engfracmech.2026.111987_b0010","doi-asserted-by":"crossref","first-page":"389","DOI":"10.1016\/S0950-0618(03)00040-0","article-title":"Use of FRP composites in civil structural applications","volume":"17","author":"Einde","year":"2003","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0015","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":"10.1016\/j.engfracmech.2026.111987_b0020","doi-asserted-by":"crossref","first-page":"774","DOI":"10.1016\/j.istruc.2020.12.092","article-title":"Fiber reinforced polymer composites in bridge industry","volume":"30","author":"Ali","year":"2021","journal-title":"Structures"},{"key":"10.1016\/j.engfracmech.2026.111987_b0025","doi-asserted-by":"crossref","DOI":"10.1016\/j.compositesa.2024.108394","article-title":"Joining methods for Fiber Reinforced Polymer (FRP) composites \u2212 a critical review","volume":"186","author":"Ravichandran","year":"2024","journal-title":"Compos A Appl Sci Manuf"},{"key":"10.1016\/j.engfracmech.2026.111987_b0030","doi-asserted-by":"crossref","first-page":"724","DOI":"10.1016\/j.compstruct.2018.12.005","article-title":"FRP-to-FRP bond characterization and force-based bond length model","volume":"210","author":"Singh","year":"2019","journal-title":"Compos Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0035","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruct.2020.112402","article-title":"Ultrasonic reflection characteristics of FRP-to-FRP bonded joints with thick adhesive layers for bonding evaluation: Theoretical analysis","volume":"246","author":"He","year":"2020","journal-title":"Compos Struct"},{"issue":"3","key":"10.1016\/j.engfracmech.2026.111987_b0040","first-page":"955","article-title":"Evaluation of adhesively bonded joint strength of glass fibre reinforced composites","volume":"8","author":"Kumar","year":"2021","journal-title":"Int Res J Eng Technol"},{"issue":"6","key":"10.1016\/j.engfracmech.2026.111987_b0045","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)CC.1943-5614.0001073","article-title":"Bond behavior of CFRP-to-steel bonded joints at mild temperatures: Experimental study","volume":"24","author":"Zhou","year":"2013","journal-title":"J Compos Constr"},{"key":"10.1016\/j.engfracmech.2026.111987_b0050","doi-asserted-by":"crossref","first-page":"401","DOI":"10.1016\/j.jcsr.2017.08.001","article-title":"Bond characteristics of CFRP-to-steel joints","volume":"138","author":"Yang","year":"2017","journal-title":"J Constr Steel Res"},{"key":"10.1016\/j.engfracmech.2026.111987_b0055","doi-asserted-by":"crossref","first-page":"360","DOI":"10.1016\/j.conbuildmat.2019.06.220","article-title":"On factors affecting CFRP-steel bonded joints","volume":"226","author":"Silva","year":"2019","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0060","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruct.2020.111936","article-title":"Bond behavior of hybrid FRP-to-steel joints","volume":"237","author":"Hu","year":"2020","journal-title":"Compos Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0065","doi-asserted-by":"crossref","DOI":"10.1016\/j.istruc.2024.105874","article-title":"Experimental study on the mixed mode debonding by using a modified CFRP-to-steel double strap joint","volume":"60","author":"Zhao","year":"2024","journal-title":"Structures"},{"issue":"2","key":"10.1016\/j.engfracmech.2026.111987_b0070","doi-asserted-by":"crossref","first-page":"99","DOI":"10.1016\/j.compositesb.2004.06.001","article-title":"Experimental study on FRP-to-concrete bonded joints","volume":"36","author":"Yao","year":"2005","journal-title":"Compos B Engng"},{"issue":"2","key":"10.1016\/j.engfracmech.2026.111987_b0075","doi-asserted-by":"crossref","first-page":"180","DOI":"10.1061\/(ASCE)1090-0268(2008)12:2(180)","article-title":"Experimental study on bond behavior between concrete and FRP reinforcement","volume":"12","author":"Pellegrino","year":"2008","journal-title":"J Compos Constr"},{"issue":"7","key":"10.1016\/j.engfracmech.2026.111987_b0080","doi-asserted-by":"crossref","first-page":"1409","DOI":"10.1016\/j.conbuildmat.2007.04.009","article-title":"An experimental study on delamination of FRP plates bonded to concrete","volume":"22","author":"Mazzotti","year":"2008","journal-title":"Constr Build Mater"},{"issue":"6","key":"10.1016\/j.engfracmech.2026.111987_b0085","doi-asserted-by":"crossref","first-page":"834","DOI":"10.1061\/(ASCE)CC.1943-5614.0000142","article-title":"Experimental investigation of the influence of moisture on the bond behavior of FRP to concrete interfaces","volume":"14","author":"Dai","year":"2017","journal-title":"J Compos Constr"},{"issue":"5","key":"10.1016\/j.engfracmech.2026.111987_b0090","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)CC.1943-5614.0000677","article-title":"Experimental study on dynamic behavior of CFRP-to-concrete interface","volume":"20","author":"Huo","year":"2016","journal-title":"J Compos Constr"},{"key":"10.1016\/j.engfracmech.2026.111987_b0095","doi-asserted-by":"crossref","first-page":"43","DOI":"10.1016\/j.engstruct.2017.10.007","article-title":"The quasi-static cyclic behaviour of CFRP-to-concrete bonded joints: an experimental study and a damage plasticity model","volume":"153","author":"Zhou","year":"2017","journal-title":"Engng Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0100","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2024.136824","article-title":"Experimental study of fatigue behaviour of CFRP-to-concrete bonded joints employing the EBROG strengthening technique","volume":"435","author":"Khorasani","year":"2024","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0105","doi-asserted-by":"crossref","first-page":"353","DOI":"10.1016\/j.conbuildmat.2011.12.100","article-title":"Bond behaviour of FRP strips glued on masonry: Experimental investigation and empirical formulation","volume":"31","author":"Faella","year":"2012","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0110","doi-asserted-by":"crossref","first-page":"133","DOI":"10.1016\/j.compositesb.2015.01.050","article-title":"An experimental analysis about the effects of mortar joints on the efficiency of anchored CFRP-to-masonry reinforcements","volume":"76","author":"Fagone","year":"2015","journal-title":"Compos B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0115","doi-asserted-by":"crossref","first-page":"166","DOI":"10.1016\/j.compositesb.2017.10.021","article-title":"The role of mortar joints in FRP debonding from masonry","volume":"135","author":"Sassoni","year":"2018","journal-title":"Compos B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0120","doi-asserted-by":"crossref","first-page":"235","DOI":"10.1016\/j.compositesb.2019.04.027","article-title":"Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes","volume":"171","author":"Grande","year":"2019","journal-title":"Compos B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0125","doi-asserted-by":"crossref","first-page":"1","DOI":"10.1016\/j.compositesb.2016.09.097","article-title":"Prediction of the interfacial performance of CFRP laminates and old timber bonded joints with different strengthening techniques","volume":"108","author":"Biscaia","year":"2017","journal-title":"Compos B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0130","doi-asserted-by":"crossref","first-page":"29","DOI":"10.1016\/j.ijadhadh.2019.05.007","article-title":"GFRP-to-timber bonded joints: Adhesive selection","volume":"94","author":"Miao","year":"2019","journal-title":"Int J Adhes Adhes"},{"key":"10.1016\/j.engfracmech.2026.111987_b0135","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruct.2020.112228","article-title":"Experimental analysis of different anchorage solutions for laminated carbon fiber-reinforced polymers adhesively bonded to timber","volume":"243","author":"Biscaia","year":"2020","journal-title":"Compos Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0140","doi-asserted-by":"crossref","first-page":"176","DOI":"10.1617\/s11527-025-02700-2","article-title":"Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings","volume":"58","author":"Cagnoni","year":"2025","journal-title":"Mater Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0145","doi-asserted-by":"crossref","first-page":"24","DOI":"10.1016\/j.ijadhadh.2012.10.008","article-title":"Analysis of the mechanical performance of hybrid (SPR\/bonded) single-lap joints between CFRP panels and aluminum blanks","volume":"41","author":"Di Franco","year":"2013","journal-title":"Int J Adhes Adhes"},{"key":"10.1016\/j.engfracmech.2026.111987_b0150","doi-asserted-by":"crossref","first-page":"28","DOI":"10.1016\/j.compositesb.2014.11.025","article-title":"Numerical experimental analysis of hybrid double lap aluminum-CFRP joints","volume":"71","author":"Marannano","year":"2015","journal-title":"Compos B Engng"},{"issue":"1","key":"10.1016\/j.engfracmech.2026.111987_b0155","doi-asserted-by":"crossref","first-page":"7","DOI":"10.3390\/ma13010007","article-title":"Fracture Analysis and Shear Strength of Aluminum\/CFRP and GFRP Adhesive Joint in Fiber Metal Laminates","volume":"13","author":"Ostapiuk","year":"2020","journal-title":"Materials"},{"key":"10.1016\/j.engfracmech.2026.111987_b0160","doi-asserted-by":"crossref","first-page":"671","DOI":"10.1061\/(ASCE)CC.1943-5614.0000296","article-title":"Effect of temperature variation on the full-range behavior of FRP-to-concrete bonded joints","volume":"16","author":"Gao","year":"2012","journal-title":"J Compos Constr"},{"issue":"6","key":"10.1016\/j.engfracmech.2026.111987_b0165","first-page":"977","article-title":"Influence of temperature cycles on bond between GFRP and concrete","volume":"110","author":"Silva","year":"2013","journal-title":"ACI Struct J"},{"key":"10.1016\/j.engfracmech.2026.111987_b0170","doi-asserted-by":"crossref","first-page":"1121","DOI":"10.1016\/j.engstruct.2018.10.044","article-title":"The bond behaviour of CFRP-to-steel bonded joints with varying bond properties at elevated temperatures","volume":"183","author":"Zhou","year":"2019","journal-title":"Engng Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0175","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfracmech.2022.108307","article-title":"Debonding analysis of FRP-to-concrete interfaces between two adjacent cracks in plated beams under temperature variations","volume":"263","author":"Zhou","year":"2022","journal-title":"Engng Fract Mech"},{"issue":"5","key":"10.1016\/j.engfracmech.2026.111987_b0180","doi-asserted-by":"crossref","first-page":"553","DOI":"10.1016\/j.engstruct.2003.11.006","article-title":"Full-range behavior of FRP-to-concrete bonded joints","volume":"26","author":"Yuan","year":"2004","journal-title":"Engng Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0185","doi-asserted-by":"crossref","first-page":"17","DOI":"10.1016\/j.compositesb.2014.01.026","article-title":"Analytical modeling of bond behavior between FRP plate and concrete","volume":"61","author":"Pan","year":"2014","journal-title":"Compos B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0190","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)CC.1943-5614.0000439","article-title":"Behavior of CFRP laminates bonded to a steel substrate using a ductile adhesive","volume":"18","author":"Fernando","year":"2014","journal-title":"J Compos Constr"},{"key":"10.1016\/j.engfracmech.2026.111987_b0195","doi-asserted-by":"crossref","first-page":"577","DOI":"10.1016\/j.compstruct.2018.12.053","article-title":"Estimations of the debonding process of aged joints through a new analytical method","volume":"211","author":"Biscaia","year":"2019","journal-title":"Compos Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0200","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2021.124144","article-title":"Debonding mechanism of FRP strengthened flat surfaces: Analytical approach and closed form solution","volume":"302","author":"Milani","year":"2021","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0205","doi-asserted-by":"crossref","DOI":"10.1016\/j.istruc.2024.106807","article-title":"Closed-form solutions for FPR-to-concrete bonded joints with loaded-end anchorage: Insight into the interfacial shear transferring mechanism","volume":"66","author":"Huang","year":"2024","journal-title":"Structures"},{"key":"10.1016\/j.engfracmech.2026.111987_b0210","doi-asserted-by":"crossref","DOI":"10.1016\/j.engfracmech.2025.110963","article-title":"Prediction of the full debonding process of mixed-adhesive FRP-to-substrate joints through a new analytical method","volume":"318","author":"Biscaia","year":"2025","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2026.111987_b0215","doi-asserted-by":"crossref","first-page":"435","DOI":"10.1016\/j.engfracmech.2017.12.038","article-title":"Theoretical analysis of fracture in double overlap bonded joints with FRP composites and thin steel plates","volume":"190","author":"Biscaia","year":"2018","journal-title":"Engng Fract Mech"},{"issue":"5","key":"10.1016\/j.engfracmech.2026.111987_b0220","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 B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0225","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":"10.1016\/j.engfracmech.2026.111987_b0230","doi-asserted-by":"crossref","DOI":"10.1016\/j.ijadhadh.2020.102753","article-title":"Numerical modelling of bond behaviour between steel and CFRP laminates with a ductile adhesive","volume":"104","author":"He","year":"2021","journal-title":"Int J Adhes Adhes"},{"key":"10.1016\/j.engfracmech.2026.111987_b0235","doi-asserted-by":"crossref","DOI":"10.1016\/j.tws.2023.110532","article-title":"Experimental study on mixed mode-I & II bond behavior of CFRP-to-steel joints with a ductile adhesive","volume":"184","author":"Zhao","year":"2023","journal-title":"Thin-Walled Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0240","first-page":"562","article-title":"Stress transfer and fracture propagation in different kinds of adhesive joints","volume":"128","author":"Wu","year":"2002","journal-title":"J Engng Mech"},{"key":"10.1016\/j.engfracmech.2026.111987_b0245","doi-asserted-by":"crossref","first-page":"52","DOI":"10.1016\/j.compstruct.2015.11.035","article-title":"A nonlinear analytical model to predict the full-range debonding process of FRP-to-parent material interfaces free of any mechanical anchorage devices","volume":"138","author":"Biscaia","year":"2016","journal-title":"Compos Struct"},{"issue":"3","key":"10.1016\/j.engfracmech.2026.111987_b0250","doi-asserted-by":"crossref","first-page":"238","DOI":"10.1080\/15376494.2016.1255812","article-title":"Mechanical response of anchored FRP bonded joints: a nonlinear analytical approach","volume":"25","author":"Biscaia","year":"2019","journal-title":"Mech Adv Mater Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0255","doi-asserted-by":"crossref","DOI":"10.1016\/j.compscitech.2024.110824","article-title":"Effect of adhesive ductility on the bond behavior of CFRP-steel cohesive interfaces made with toughened epoxy resin","volume":"257","author":"Calabrese","year":"2024","journal-title":"Compos Sci Technol"},{"key":"10.1016\/j.engfracmech.2026.111987_b0260","doi-asserted-by":"crossref","first-page":"322","DOI":"10.1016\/j.compstruct.2015.11.041","article-title":"An interphase model for the analysis of the masonry-FRP bond","volume":"138","author":"Freddi","year":"2016","journal-title":"Compos Struct"},{"issue":"3","key":"10.1016\/j.engfracmech.2026.111987_b0265","first-page":"359","article-title":"Bond behavior between fiber-reinforced polymer laminates and concrete","volume":"98","author":"Nakaba","year":"2001","journal-title":"ACI Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0270","doi-asserted-by":"crossref","first-page":"2663","DOI":"10.1016\/j.engfracmech.2011.07.003","article-title":"Shear tests of carbon fiber plates bonded to concrete with control of snap-back","volume":"78","author":"Carrara","year":"2011","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2026.111987_b0275","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":"10.1016\/j.engfracmech.2026.111987_b0280","unstructured":"Xia SH, Teng JG. Behaviour of FRP-to-steel bonded joints. Proceedings of the international symposium on bond behaviour of FRP in structures (BBFS 2005), Hong Kong, China (2005)."},{"key":"10.1016\/j.engfracmech.2026.111987_b0285","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":"10.1016\/j.engfracmech.2026.111987_b0290","article-title":"A unified bond-slip model for the interface between FRP and steel","volume":"227","author":"Jiang","year":"2021","journal-title":"Compos B Engng"},{"issue":"3","key":"10.1016\/j.engfracmech.2026.111987_b0295","first-page":"278","article-title":"Evaluation of strength criteria for very-high-strength concretes under triaxial compression","volume":"104","author":"Girgin","year":"2007","journal-title":"ACI Struct J"},{"issue":"2","key":"10.1016\/j.engfracmech.2026.111987_b0300","doi-asserted-by":"crossref","first-page":"175","DOI":"10.1061\/(ASCE)CC.1943-5614.0000062","article-title":"Unified strength model based on Hoek-Brown failure criterion for circular and square concrete columns confined by FRP","volume":"14","author":"Wu","year":"2010","journal-title":"J Compos Constr"},{"issue":"11","key":"10.1016\/j.engfracmech.2026.111987_b0305","doi-asserted-by":"crossref","first-page":"1951","DOI":"10.1061\/(ASCE)ST.1943-541X.0000747","article-title":"Unified bond stress-slip model for reinforced concrete","volume":"139","author":"Wu","year":"2013","journal-title":"J Struct Engng"},{"issue":"7","key":"10.1016\/j.engfracmech.2026.111987_b0310","doi-asserted-by":"crossref","first-page":"547","DOI":"10.1177\/0731684415574539","article-title":"Strain rate effect on bond stress-slip relationship between basalt fiber-reinforced polymer sheet and concrete","volume":"34","author":"Shen","year":"2015","journal-title":"J Reinfor Plast Comp"},{"key":"10.1016\/j.engfracmech.2026.111987_b0315","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2025.142627","article-title":"A generalised analytical solution for the debonding prediction of FRP-to-substrate joints with different anchorage systems","volume":"490","author":"Biscaia","year":"2025","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0320","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruct.2025.118847","article-title":"Influence of multiple debonding defects on the behaviour of mechanically anchored CFRP-to-steel joints","volume":"355","author":"Biscaia","year":"2025","journal-title":"Compos Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0325","doi-asserted-by":"crossref","DOI":"10.1016\/j.istruc.2025.109929","article-title":"A design-oriented solution for FRP-to-substrate bonded joints with a transversely compressed mechanical end anchorage","volume":"80","author":"Biscaia","year":"2025","journal-title":"Structures"},{"key":"10.1016\/j.engfracmech.2026.111987_b0330","series-title":"ATENA Program Documentation \u2013 Part 1 \u2013 Theory","author":"\u010cervenka","year":"2022"},{"issue":"2","key":"10.1016\/j.engfracmech.2026.111987_b0335","doi-asserted-by":"crossref","first-page":"299","DOI":"10.1016\/j.engfracmech.2008.10.005","article-title":"Prediction of debonding strength of tensile steel\/CFRP joints using fracture mechanics and stress based criteria","volume":"76","author":"Bocciarelli","year":"2009","journal-title":"Engng Fract Mech"},{"key":"10.1016\/j.engfracmech.2026.111987_b0340","doi-asserted-by":"crossref","first-page":"945","DOI":"10.1016\/j.engstruct.2013.05.032","article-title":"Bond-slip model for CFRP strips near-surface mounted to concrete","volume":"56","author":"Zhang","year":"2013","journal-title":"Engng Struct"},{"issue":"5","key":"10.1016\/j.engfracmech.2026.111987_b0345","doi-asserted-by":"crossref","DOI":"10.1061\/(ASCE)CC.1943-5614.0000678","article-title":"Numerical analysis of interfacial bond behavior of externally bonded FRP-to-concrete joints","volume":"20","author":"Lin","year":"2016","journal-title":"J Compos Constr"},{"key":"10.1016\/j.engfracmech.2026.111987_b0350","doi-asserted-by":"crossref","first-page":"504","DOI":"10.1016\/j.compstruct.2016.06.048","article-title":"Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements","volume":"153","author":"Vilanova","year":"2016","journal-title":"Compos Struct"},{"key":"10.1016\/j.engfracmech.2026.111987_b0355","doi-asserted-by":"crossref","DOI":"10.1016\/j.ijadhadh.2022.103179","article-title":"Numerical modelling of bond mechanism of ETS FRP bar\u2012concrete joints with long embedment length","volume":"117","author":"Bui","year":"2022","journal-title":"Int J Adhes Adhes"},{"key":"10.1016\/j.engfracmech.2026.111987_b0360","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2021.122814","article-title":"Experimental verification of 2- and 3-D numerical models for bond-slip behavior of CFRP-concrete","volume":"287","author":"Mukhtar","year":"2021","journal-title":"Constr Build Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0365","doi-asserted-by":"crossref","DOI":"10.1016\/j.mechmat.2023.104600","article-title":"Influence of uniform temperature variations on hybrid bonded joints with a circular or tubular cross-sectional area","volume":"179","author":"Biscaia","year":"2023","journal-title":"Mech Mater"},{"key":"10.1016\/j.engfracmech.2026.111987_b0377","doi-asserted-by":"crossref","first-page":"410","DOI":"10.1016\/j.compositesb.2014.07.031","article-title":"Chastre C. Numerical analysis of FRP anchorage zones with variable width","volume":"67","author":"Biscaia","year":"2014","journal-title":"Compos B Engng"},{"key":"10.1016\/j.engfracmech.2026.111987_b0378","doi-asserted-by":"crossref","first-page":"110662","DOI":"10.1016\/j.engfracmech.2024.110662","article-title":"An innovative wide-ranging analytical approach for modelling the bond behaviour of FRP-to-substrate joints with an elastic end anchorage","volume":"313","author":"Biscaia","year":"2025","journal-title":"Engng Fract Mech"},{"issue":"4\u20135","key":"10.1016\/j.engfracmech.2026.111987_b0379","doi-asserted-by":"crossref","first-page":"356","DOI":"10.1016\/j.compositesb.2005.08.002","article-title":"A numerical model for FRP-concrete delamination","volume":"37","author":"Ferracuti","year":"2006","journal-title":"Compos B Engng"}],"container-title":["Engineering Fracture Mechanics"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0013794426001499?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S0013794426001499?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,4,9]],"date-time":"2026-04-09T05:25:44Z","timestamp":1775712344000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S0013794426001499"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2026,4]]},"references-count":76,"alternative-id":["S0013794426001499"],"URL":"https:\/\/doi.org\/10.1016\/j.engfracmech.2026.111987","relation":{},"ISSN":["0013-7944"],"issn-type":[{"value":"0013-7944","type":"print"}],"subject":[],"published":{"date-parts":[[2026,4]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"Analytical formulation for FRP-to-substrate bonded joints considering the test setup and adhesive type","name":"articletitle","label":"Article Title"},{"value":"Engineering Fracture Mechanics","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.engfracmech.2026.111987","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2026 The Authors. Published by Elsevier Ltd.","name":"copyright","label":"Copyright"}],"article-number":"111987"}}