Defect tolerance for cast steel connections in braced frames / Tsutomu Iwashita in Journal of structural engineering, Vol. 138 N° 12 (Décembre 2012)  

Public ISBD [article]  inJournal of structural engineering > Vol. 138 N° 12 (Décembre 2012) . - pp. 1455–1464 Titre : Defect tolerance for cast steel connections in braced frames Type de document : texte imprimé Auteurs : Tsutomu Iwashita, Auteur ; Jeffrey A. Packer, Auteur ; Juan-Carlos De Oliveira, Auteur Année de publication : 2013 Article en page(s) : pp. 1455–1464 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Brittle fracture Cast steel connectors Circular hollow section braces Defects Fracture toughness Plastic constraint Toughness scaling model Tubes Résumé : During the last decade, various steel casting products for steel building structures have been developed, such as connectors between brace members and gusset plates in braced frames. Some casting products are welded to steel sections such as tubular members and I-section members in building structures, where these members are expected to develop their capacity during a large-scale earthquake. In this situation, brittle fracture can be another concern of the casting products if there are defects in the connections. A study of defect tolerance for cast steel connections is therefore very important to prevent brittle fracture from weld defects or casting defects. This paper describes defect tolerances for cast steel connections in braced frames and explores the possibility of brittle fracture from assumed defects in typical cast steel connectors. A parametric study, which investigates the sensitivity of brittle fracture to defect size, defect location, and material mismatch effects, is described through cast steel connector models. A toughness scaling model is used for evaluating the occurrence of brittle fracture from assumed defects in the models. ISSN : 0733-9445 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000583 [article] Defect tolerance for cast steel connections in braced frames [texte imprimé] / Tsutomu Iwashita, Auteur ; Jeffrey A. Packer, Auteur ; Juan-Carlos De Oliveira, Auteur . - 2013 . - pp. 1455–1464. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 138 N° 12 (Décembre 2012) . - pp. 1455–1464 Mots-clés : Brittle fracture Cast steel connectors Circular hollow section braces Defects Fracture toughness Plastic constraint Toughness scaling model Tubes Résumé : During the last decade, various steel casting products for steel building structures have been developed, such as connectors between brace members and gusset plates in braced frames. Some casting products are welded to steel sections such as tubular members and I-section members in building structures, where these members are expected to develop their capacity during a large-scale earthquake. In this situation, brittle fracture can be another concern of the casting products if there are defects in the connections. A study of defect tolerance for cast steel connections is therefore very important to prevent brittle fracture from weld defects or casting defects. This paper describes defect tolerances for cast steel connections in braced frames and explores the possibility of brittle fracture from assumed defects in typical cast steel connectors. A parametric study, which investigates the sensitivity of brittle fracture to defect size, defect location, and material mismatch effects, is described through cast steel connector models. A toughness scaling model is used for evaluating the occurrence of brittle fracture from assumed defects in the models. ISSN : 0733-9445 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000583

Exemplaires

Code-barres	Cote	Support	Localisation	Section	Disponibilité
aucun exemplaire