{"@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/1363670319666010368.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1016/j.engstruct.2003.08.005"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0141029603002013?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0141029603002013?httpAccept=text/plain"}}],"dc:title":[{"@value":"Prediction of brittle fracture initiating at ends of CJP groove welded joints with defects: study into applicability of failure assessment diagram approach"}],"description":[{"notation":[{"@value":"A series of tests, which reproduced brittle fracture starting from the region around the terminations of complete joint penetration groove welded joints, was conducted. The joint models under study represented a portion of welded beam flange-to-through diaphragm joints in beam-to-column connections. Various artificial weld defects were installed in the welded joints prior to testing. Test results were evaluated based on the failure assessment diagram approach specified in BS 7910. The conventional failure assessment diagrams predicted occurrences of brittle fracture erring on the very conservative side as expected, especially when applied to surface defects. The failure assessment diagram approach was modified by considering the effect of enhanced apparent toughness of material due to the loss of crack tip constraint. The modified failure assessment approach was found to predict the test results well."}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1383670319666010368","@type":"Researcher","foaf:name":[{"@value":"Tsutomu Iwashita"}]},{"@id":"https://cir.nii.ac.jp/crid/1383670319666010370","@type":"Researcher","foaf:name":[{"@value":"Yoshiaki Kurobane"}]},{"@id":"https://cir.nii.ac.jp/crid/1383670319666010369","@type":"Researcher","foaf:name":[{"@value":"Koji Azuma"}]},{"@id":"https://cir.nii.ac.jp/crid/1383670319666010240","@type":"Researcher","foaf:name":[{"@value":"Yuji Makino"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"01410296"}],"prism:publicationName":[{"@value":"Engineering Structures"}],"dc:publisher":[{"@value":"Elsevier BV"}],"prism:publicationDate":"2003-12","prism:volume":"25","prism:number":"14","prism:startingPage":"1815","prism:endingPage":"1826"},"reviewed":"false","dc:rights":["https://www.elsevier.com/tdm/userlicense/1.0/"],"url":[{"@id":"https://api.elsevier.com/content/article/PII:S0141029603002013?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0141029603002013?httpAccept=text/plain"}],"createdAt":"2003-10-16","modifiedAt":"2019-02-19","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360004231580858752","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Prediction of brittle fracture from defects at groove face of complete joint penetration welded joints"}]},{"@id":"https://cir.nii.ac.jp/crid/1360576118752673920","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Brittle fracture estimation at ends of groove welded joints under cyclic loading"}]},{"@id":"https://cir.nii.ac.jp/crid/1360580230629192448","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Brittle fracture prediction method considering mixed modes for column-to-beam connections"}]},{"@id":"https://cir.nii.ac.jp/crid/1360580232149142016","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Improvement of weld details to avoid brittle fracture initiating at the toes of weld access hole of the beam end — prediction of ultimate strength of welded joint with conventional detail"}]},{"@id":"https://cir.nii.ac.jp/crid/1360848658786186752","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Effect of Plastic Constraint on Brittle Fracture in Steel: Evaluation Using a Toughness Scaling Model"}]},{"@id":"https://cir.nii.ac.jp/crid/1361412891881865472","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Prediction of brittle fracture in notched specimens under cyclic loading"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1016/j.engstruct.2003.08.005"},{"@type":"OPENAIRE","@value":"doi_dedup___::728f6e7debd89db844af8a37b7f5107f"},{"@type":"CROSSREF","@value":"10.1007/s40194-016-0334-8_references_DOI_JzxWbnNvkuRtY9UHEIOnV2nNKin"},{"@type":"CROSSREF","@value":"10.1016/j.jcsr.2019.105721_references_DOI_JzxWbnNvkuRtY9UHEIOnV2nNKin"},{"@type":"CROSSREF","@value":"10.1016/j.jcsr.2021.107055_references_DOI_JzxWbnNvkuRtY9UHEIOnV2nNKin"},{"@type":"CROSSREF","@value":"10.1016/j.jcsr.2023.107885_references_DOI_JzxWbnNvkuRtY9UHEIOnV2nNKin"},{"@type":"CROSSREF","@value":"10.1007/s40194-022-01299-0_references_DOI_JzxWbnNvkuRtY9UHEIOnV2nNKin"},{"@type":"CROSSREF","@value":"10.1061/(asce)st.1943-541x.0000507_references_DOI_JzxWbnNvkuRtY9UHEIOnV2nNKin"}]}