{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1360021390567617920.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1016/j.conbuildmat.2023.133755"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0950061823034736?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0950061823034736?httpAccept=text/plain"}}],"resourceType":"学術雑誌論文(journal article)","dc:title":[{"@value":"Investigating equivalency of different element models in discrete mesoscale analysis of ASR-damaged concrete"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1380021390567617944","@type":"Researcher","foaf:name":[{"@value":"Jie Luo"}]},{"@id":"https://cir.nii.ac.jp/crid/1420845751135262080","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"00451790"},{"@type":"NRID","@value":"1000000451790"},{"@type":"NRID","@value":"9000001356974"},{"@type":"NRID","@value":"9000022095754"},{"@type":"NRID","@value":"9000242637523"},{"@type":"NRID","@value":"9000020429398"},{"@type":"NRID","@value":"9000345420137"}],"foaf:name":[{"@value":"Kohei Nagai"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"09500618"}],"prism:publicationName":[{"@value":"Construction and Building Materials"}],"dc:publisher":[{"@value":"Elsevier BV"}],"prism:publicationDate":"2023-12","prism:volume":"408","prism:startingPage":"133755"},"reviewed":"false","dc:rights":["https://www.elsevier.com/tdm/userlicense/1.0/","https://www.elsevier.com/legal/tdmrep-license","http://www.elsevier.com/open-access/userlicense/1.0/","https://doi.org/10.15223/policy-017","https://doi.org/10.15223/policy-037","https://doi.org/10.15223/policy-012","https://doi.org/10.15223/policy-029","https://doi.org/10.15223/policy-004"],"url":[{"@id":"https://api.elsevier.com/content/article/PII:S0950061823034736?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0950061823034736?httpAccept=text/plain"}],"createdAt":"2023-10-17","modifiedAt":"2025-10-16","project":[{"@id":"https://cir.nii.ac.jp/crid/1040573407568057344","@type":"Project","projectIdentifier":[{"@type":"KAKEN","@value":"22H00224"},{"@type":"JGN","@value":"JP22H00224"},{"@type":"URI","@value":"https://kaken.nii.ac.jp/grant/KAKENHI-PROJECT-22H00224/"}],"notation":[{"@language":"ja","@value":"深層学習を実装した微細構造解析による鉄筋コンクリート内部損傷の逆推定と性能評価"},{"@language":"en","@value":"Inverse Estimation of Internal Damage in Reinforced Concrete by Mesoscale Analysis Implementing Deep Learning and Performance Evaluation"}]}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1050025031483714816","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Mesoscale Simulation of Influence of Frost Damage on Mechanical Properties of Concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1050300777683766144","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Multi-scale computational modeling for concrete damage by mixed pore pressures - case of coupled alkali-silica reaction and cyclic freeze/thaw"}]},{"@id":"https://cir.nii.ac.jp/crid/1360005516832849152","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"A mesoscale discrete model for mechanical performance of concrete damaged by coupled ASR and DEF"}]},{"@id":"https://cir.nii.ac.jp/crid/1360005516833962624","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Meso-scale modeling of non-uniformly corroded reinforced concrete using 3D discrete analysis"}]},{"@id":"https://cir.nii.ac.jp/crid/1360011144377443840","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Micro-mechanical modelling of alkali–silica-reaction-induced degradation using the AMIE framework"}]},{"@id":"https://cir.nii.ac.jp/crid/1360016870104835456","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Influence of alkali-silica reaction on the shear capacity of reinforced concrete beams with minimum transverse reinforcement"}]},{"@id":"https://cir.nii.ac.jp/crid/1360017280644851968","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Mesoscale simulation of compression-induced cracking and failure of ASR-damaged concrete with stirrup confinement"}]},{"@id":"https://cir.nii.ac.jp/crid/1360017287801947904","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Performance of D-Regions Affected by Alkali-Silica Reaction: Experimental and Analytical Study"}]},{"@id":"https://cir.nii.ac.jp/crid/1360282588978097280","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"New discrete models and their application to seismic response analysis of structures"}]},{"@id":"https://cir.nii.ac.jp/crid/1360290617537682560","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Mesoscale simulation of pull-out performance for corroded reinforcement with stirrup confinement in concrete by 3D RBSM"}]},{"@id":"https://cir.nii.ac.jp/crid/1360574093532659584","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Mesoscale simulation of fatigue behavior of concrete materials damaged by freeze-thaw cycles"}]},{"@id":"https://cir.nii.ac.jp/crid/1360574094125940096","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Contribution of fiber reinforcement in concrete affected by alkali–silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1360574095813454336","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Two‐dimensional rigid body spring method based micro‐mesoscale study of mechanical strengthening/damaging effects to concrete by frost action"}]},{"@id":"https://cir.nii.ac.jp/crid/1360576118733560448","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Direct observation of the local bond behavior between corroded reinforcing bars and concrete using digital image correlation"}]},{"@id":"https://cir.nii.ac.jp/crid/1360576118733729536","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Discrete mechanical models of concrete fracture"}]},{"@id":"https://cir.nii.ac.jp/crid/1360579818422449792","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Multiscale Homogenization Analysis of Alkali–Silica Reaction (ASR) Effect in Concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1360588380583985152","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Prediction of residual performance of corroded RC beams from observed surface cracks by 3D RBSM with MPC"}]},{"@id":"https://cir.nii.ac.jp/crid/1360849941657447552","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Expansive cracking and compressive failure simulations of ASR and DEF damaged concrete using a mesoscale discrete model"}]},{"@id":"https://cir.nii.ac.jp/crid/1360855568757303168","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Analytical investigation of the role of reinforcement in perpendicular beams of beam-column knee joints by 3D meso-scale model"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861291385613440","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"An analytical investigation of bond deterioration between rebar and ASR/DEF-damaged concrete with and without stirrup confinement using 3D RBSM"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861293870555520","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Deterioration data of a large-scale reinforced concrete specimen with severe ASR/DEF deterioration"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861294713052032","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Influence of the distribution of expansive sites in aggregates on microscopic damage caused by alkali-silica reaction: Insights into the mechanical origin of expansion"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861294963062272","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Mesoscopic simulation of crack propagation and bond behavior in ASR damaged concrete with internal/external restraint by 3D RBSM"}]},{"@id":"https://cir.nii.ac.jp/crid/1360861704791327232","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"3D mesoscale simulation of the influence of corrosion on loss of tension stiffening in reinforced concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1361418518868161920","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Modified model of alkali-silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1361418521072603904","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Lattice Discrete Particle Modeling (LDPM) of Alkali Silica Reaction (ASR) deterioration of concrete structures"}]},{"@id":"https://cir.nii.ac.jp/crid/1361699995740060032","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Influence of alkali silica reaction (ASR) on mechanical properties of mortar"}]},{"@id":"https://cir.nii.ac.jp/crid/1361981470054424192","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of applied stresses on alkali–silica reaction-induced expansions"}]},{"@id":"https://cir.nii.ac.jp/crid/1362262943984063616","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. I: Theory"}]},{"@id":"https://cir.nii.ac.jp/crid/1362544418747208576","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Mechanical behavior of concretes damaged by alkali-silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1362544420890695040","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of anions on behavior of mortar exposed to alkali–silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1362544421101646464","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Mesoscale Analysis of RC Anchorage Performance in Multidirectional Reinforcement Using a Three-Dimensional Discrete Model"}]},{"@id":"https://cir.nii.ac.jp/crid/1362825894554588800","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"The effect of alkali reactivity on the mechanical properties of concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1362825894958652032","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Concrete modelling for expertise of structures affected by alkali aggregate reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1363107369052683520","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of coarse aggregate grading on the ASR expansion and damage of concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1363107370329742976","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Influence of the Alkali-Silica Reaction on the Mechanical Degradation of Concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1363670318659431168","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Flexural performance of reinforced concrete beams damaged by Alkali-Silica Reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1363951795262711936","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Experimental Behavior of Large Reinforced Concrete Specimen with Heavy ASR and DEF Deterioration"}]},{"@id":"https://cir.nii.ac.jp/crid/1364233269741970944","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Overall assessment of Alkali-Aggregate Reaction (AAR) in concretes presenting different strengths and incorporating a wide range of reactive aggregate types and natures"}]},{"@id":"https://cir.nii.ac.jp/crid/1364233270518453888","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Comprehensive damage assessment in concrete affected by different internal swelling reaction (ISR) mechanisms"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567617932","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of alkali silica reaction expansion and cracking on structural behavior of reinforced concrete beams"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567617941","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"The static and fatigue strength of reinforced concrete beams affected by alkali-silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567617945","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Stress analysis of concrete structures subjected to alkali-aggregate reactions"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567618053","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Evaluation of structures affected by alkali-Silica reaction (ASR) using homogenized modelling of reinforced concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567618055","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Fracture processes of concrete, CRC Press"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567618057","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Residual strength of reinforced concrete beams damaged by alkali-silica reaction – examination of damage rating index method"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567618058","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Engineering properties of concrete affected by alkali-silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1370021390567618062","@type":"Product","relationType":["references"],"jpcoar:relatedTitle":[{"@value":"Effect of alkali-silica reaction expansion rate and confinement on concrete degradation"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205218381440","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Mesoscopic Simulation of Failure of Mortar and Concrete by 3D RBSM"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205218599040","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Fracture of Reinforcing Steels in Concrete Structures Damaged by Alkali-Silica Reaction-Field Survey, Mechanism and Maintenance-"},{"@value":"Fracture of reinforcing steels in concrete structures damaged by alkali-silica reaction"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205219005824","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Mesoscopic Simulation of Failure of Mortar and Concrete by 2D RBSM"}]},{"@id":"https://cir.nii.ac.jp/crid/1390003825176232448","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Restraint Effect of Reinforcing Bar on ASR Expansion and Deterioration Characteristic of the Bond Behavior"}]},{"@id":"https://cir.nii.ac.jp/crid/1390007005093954688","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Time-dependent Effect of Expansion due to Alkali-silica Reaction on Mechanical properties of Concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680196076160","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Strong Coupling of Freeze-Thaw Cycles and Alkali Silica Reaction - Multi-scale Poro-mechanical Approach to Concrete Damages -"}]},{"@id":"https://cir.nii.ac.jp/crid/1390282680369736576","@type":"Article","relationType":["references"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Special Issue on Structural Materials. Effect of Steel Reinforcement on Alkali Silica Reaction of Concrete."},{"@value":"建設材料特集　ＡＳＲによる損傷に及ぼす鉄筋拘束の影響に関する研究"},{"@language":"ja-Kana","@value":"ASR ニ ヨル ソンショウ ニ オヨボス テッキン コウソク ノ エイキョウ"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1016/j.conbuildmat.2023.133755"},{"@type":"KAKEN","@value":"PRODUCT-25211675"},{"@type":"CROSSREF","@value":"10.1016/j.engstruct.2024.118186_references_DOI_aL7o8dYIaH5YlkLzRrISG7rJv95"}]}