{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,10,16]],"date-time":"2026-10-16T11:38:18Z","timestamp":1792150698008,"version":"4.4.0"},"reference-count":32,"publisher":"Elsevier BV","license":[{"start":{"date-parts":[[2025,6,1]],"date-time":"2025-06-01T00:00:00Z","timestamp":1748736000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/tdm\/userlicense\/1.0\/"},{"start":{"date-parts":[[2025,6,1]],"date-time":"2025-06-01T00:00:00Z","timestamp":1748736000000},"content-version":"tdm","delay-in-days":0,"URL":"https:\/\/www.elsevier.com\/legal\/tdmrep-license"},{"start":{"date-parts":[[2025,1,23]],"date-time":"2025-01-23T00:00:00Z","timestamp":1737590400000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"DOI":"10.13039\/501100005981","name":"Direktorat Jenderal Pendidikan Tinggi","doi-asserted-by":"publisher","id":[{"id":"10.13039\/501100005981","id-type":"DOI","asserted-by":"publisher"}]}],"content-domain":{"domain":["elsevier.com","sciencedirect.com"],"crossmark-restriction":true},"short-container-title":["MethodsX"],"published-print":{"date-parts":[[2025,6]]},"DOI":"10.1016\/j.mex.2025.103184","type":"journal-article","created":{"date-parts":[[2025,2,4]],"date-time":"2025-02-04T19:02:07Z","timestamp":1738695727000},"page":"103184","update-policy":"https:\/\/doi.org\/10.1016\/elsevier_cm_policy","source":"Crossref","is-referenced-by-count":1,"special_numbering":"C","title":["A methodology for evaluating the fracture width of a notched RC multiple-layer flat slab under cyclic loading"],"prefix":"10.1016","volume":"14","author":[{"given":"Nawir","family":"Rasidi","sequence":"first","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-7278-7557","authenticated-orcid":false,"given":"Taufiq","family":"Rochman","sequence":"additional","affiliation":[],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"78","reference":[{"key":"10.1016\/j.mex.2025.103184_bib0001","doi-asserted-by":"crossref","first-page":"992","DOI":"10.1016\/j.jmrt.2022.09.091","article-title":"Nonlinear analysis of reinforced concrete slabs under high-cyclic fatigue loading","volume":"21","author":"Zou","year":"2022","journal-title":"J. Mater. Res. Technol."},{"key":"10.1016\/j.mex.2025.103184_bib0002","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2021.113050","article-title":"Early damage detection of fatigue failure for RC deck slabs under wheel load moving test using image analysis with artificial intelligence","volume":"246","author":"Adel","year":"2021","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0003","doi-asserted-by":"crossref","DOI":"10.1016\/j.compstruct.2022.116312","article-title":"Low cycle fatigue crack propagation and damage evolution of concrete beams reinforced with GFRP bar","volume":"304","author":"Wu","year":"2023","journal-title":"Compos. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0004","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2021.113410","article-title":"Fatigue behavior and failure mechanism of steel-concrete composite deck slabs with perforated ribs","volume":"250","author":"Xiang","year":"2022","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0005","first-page":"524","article-title":"Multifractal analytical method and experimental study on crack evolution of dismantled RC hollow-slab beam","volume":"40","author":"Wang","year":"2022"},{"key":"10.1016\/j.mex.2025.103184_bib0006","doi-asserted-by":"crossref","DOI":"10.1016\/j.measurement.2022.111192","article-title":"Distributed fibre optic sensing: reinforcement yielding strains and crack detection in concrete slab during column failure simulation","volume":"195","author":"Buda-O\u017c\u00f3g","year":"2022","journal-title":"Measurement"},{"key":"10.1016\/j.mex.2025.103184_bib0007","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2023.115926","article-title":"Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches","volume":"284","author":"Ravasini","year":"2023","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0008","doi-asserted-by":"crossref","first-page":"208","DOI":"10.1016\/j.conbuildmat.2018.11.056","article-title":"Corrosion fatigue life prediction for steel bar in concrete based on fatigue crack propagation and equivalent initial flaw size","volume":"195","author":"Sun","year":"2019","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0009","first-page":"2092","article-title":"Cracking of composite fiber-reinforced concrete foundation slabs due to shrinkage","volume":"38","author":"Maj","year":"2021","journal-title":"Mater. Today"},{"key":"10.1016\/j.mex.2025.103184_bib0010","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2023.115770","article-title":"Strain compliance crack model for RC beams: primary versus secondary cracks","volume":"281","author":"Kaklauskas","year":"2023","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0011","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2020.110493","article-title":"3D numerical simulation of the cracking behaviour of a RC one-way slab under the combined effect of thermal, shrinkage and external loads","volume":"212","author":"Gomes","year":"2020","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0012","doi-asserted-by":"crossref","first-page":"357","DOI":"10.1016\/j.conbuildmat.2018.10.163","article-title":"Rational modeling for cracking behavior of RC slabs in composite beams subjected to a hogging moment","volume":"192","author":"Xu","year":"2018","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0013","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2021.124135","article-title":"Early age cracking risk in a massive concrete foundation slab: comparison of analytical and numerical prediction models with on-site measurements","volume":"301","author":"Smolana","year":"2021","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0014","first-page":"2013","article-title":"Evaluation of two crack models for reinforced concrete one-way slabs subjected to bending by means of modal tests","volume":"28","author":"Ferreira","year":"2020"},{"key":"10.1016\/j.mex.2025.103184_bib0015","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2023.130709","article-title":"Automated crack detection and crack depth prediction for reinforced concrete structures using deep learning","volume":"370","author":"Laxman","year":"2023","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0016","doi-asserted-by":"crossref","DOI":"10.1016\/j.dib.2024.110305","article-title":"Crack width and crack spacing in reinforced and prestressed concrete elements: data description and acquisition","volume":"54","author":"van der Esch","year":"2024","journal-title":"Data Brief"},{"key":"10.1016\/j.mex.2025.103184_bib0017","article-title":"Flexural behavior and crack width prediction of UHPC slabs reinforced with FRP bars","volume":"77","author":"Xiang","year":"2023","journal-title":"J. Build. Eng."},{"key":"10.1016\/j.mex.2025.103184_bib0018","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2020.111218","article-title":"Analytical assessment of restraint forces and crack widths in end-restrained building slabs","volume":"224","author":"Schlicke","year":"2020","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0019","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2024.135832","article-title":"Characteristics of crack spacing and crack width movement of early-age partially continuous reinforced concrete pavement under environmental loading: a full-scale field investigation","volume":"422","author":"Zhang","year":"2024","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0020","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2024.117757","article-title":"Practical insights on standardised models for estimation of crack width due to imposed strains in edge-restrained reinforced concrete elements","volume":"305","author":"J\u0119drzejewska","year":"2024","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0021","first-page":"e01570","article-title":"Push-out test of waste sawdust-based steel-concrete\u2013Steel composite sections: experimental and environmental study","volume":"17","author":"Sharba","year":"2022","journal-title":"Case Stud. Construc. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0022","doi-asserted-by":"crossref","first-page":"17","DOI":"10.1007\/s43452-021-00173-y","article-title":"Push-out test of steel\u2013concrete\u2013steel composite sections with various core materials: behavioural study","volume":"21","author":"Abdulhameed","year":"2021","journal-title":"Archiv. Civ. Mech. Eng"},{"issue":"2","key":"10.1016\/j.mex.2025.103184_bib0023","doi-asserted-by":"crossref","first-page":"225","DOI":"10.28991\/CEJ-2022-08-02-03","article-title":"Calibration of a new concrete damage plasticity theoretical model based on experimental parameters","volume":"8","author":"Al-Zuhairi","year":"2022","journal-title":"Civil Eng. J."},{"key":"10.1016\/j.mex.2025.103184_bib0024","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2024.117497","article-title":"Model for rapid evaluation of corner crack widths in reinforced concrete dapped-end conections","volume":"303","author":"Mihaylov","year":"2024","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0025","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2023.134118","article-title":"Evaluation of crack width and self-healing performance of concrete based on fluid flow characteristics: comparison between water permeability test and gas diffusion test","volume":"411","author":"Lee","year":"2024","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0026","doi-asserted-by":"crossref","DOI":"10.1016\/j.conbuildmat.2024.135768","article-title":"Deep learning metasensor for crack-width assessment and self-healing evaluation in concrete","volume":"422","author":"Jakubowski","year":"2024","journal-title":"Construc. Build. Mater."},{"key":"10.1016\/j.mex.2025.103184_bib0027","doi-asserted-by":"crossref","DOI":"10.1016\/j.autcon.2019.103019","article-title":"A vision-based approach for autonomous crack width measurement with flexible kernel","volume":"110","author":"Jin","year":"2020","journal-title":"Autom. Construc."},{"key":"10.1016\/j.mex.2025.103184_bib0028","doi-asserted-by":"crossref","DOI":"10.1016\/j.measurement.2022.111260","article-title":"A hybrid method for pavement crack width measurement","volume":"197","author":"Ong","year":"2022","journal-title":"Measurement"},{"key":"10.1016\/j.mex.2025.103184_bib0029","doi-asserted-by":"crossref","DOI":"10.1016\/j.engstruct.2022.115158","article-title":"Novel visual crack width measurement based on backbone double-scale features for improved detection automation","volume":"274","author":"Tang","year":"2023","journal-title":"Eng. Struct."},{"key":"10.1016\/j.mex.2025.103184_bib0030","doi-asserted-by":"crossref","DOI":"10.1016\/j.autcon.2023.105251","article-title":"Semi-automatic crack width measurement using an OrthoBoundary algorithm","volume":"158","author":"Li","year":"2024","journal-title":"Autom. Construc."},{"key":"10.1016\/j.mex.2025.103184_bib0031","article-title":"Pengaruh Rasio Beban (R) Pada Beban Berulang (Daerah-B) Terhadap Lebar Retak Pelat Beton Bertulang Satu Arah","volume":"26","author":"Agoes Soehardjono","year":"2004","journal-title":"Media Teknik"},{"issue":"8","key":"10.1016\/j.mex.2025.103184_bib0032","article-title":"Cracking behavior in precast deck slab concrete structure under cyclic loading","volume":"3","author":"Rasidi","year":"2013","journal-title":"Int. J. Eng. Technol."}],"container-title":["MethodsX"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S2215016125000329?httpAccept=text\/xml","content-type":"text\/xml","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/api.elsevier.com\/content\/article\/PII:S2215016125000329?httpAccept=text\/plain","content-type":"text\/plain","content-version":"vor","intended-application":"text-mining"}],"deposited":{"date-parts":[[2026,2,23]],"date-time":"2026-02-23T16:55:55Z","timestamp":1771865755000},"score":1,"resource":{"primary":{"URL":"https:\/\/linkinghub.elsevier.com\/retrieve\/pii\/S2215016125000329"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2025,6]]},"references-count":32,"alternative-id":["S2215016125000329"],"URL":"https:\/\/doi.org\/10.1016\/j.mex.2025.103184","relation":{},"ISSN":["2215-0161"],"issn-type":[{"value":"2215-0161","type":"print"}],"subject":[],"published":{"date-parts":[[2025,6]]},"assertion":[{"value":"Elsevier","name":"publisher","label":"This article is maintained by"},{"value":"A methodology for evaluating the fracture width of a notched RC multiple-layer flat slab under cyclic loading","name":"articletitle","label":"Article Title"},{"value":"MethodsX","name":"journaltitle","label":"Journal Title"},{"value":"https:\/\/doi.org\/10.1016\/j.mex.2025.103184","name":"articlelink","label":"CrossRef DOI link to publisher maintained version"},{"value":"article","name":"content_type","label":"Content Type"},{"value":"\u00a9 2025 The Author(s). Published by Elsevier B.V.","name":"copyright","label":"Copyright"}],"article-number":"103184"}}