HEAL DSpace

Influence of equivalent bolt length in finite element modeling of T-stub steel connections

Αποθετήριο DSpace/Manakin

Εμφάνιση απλής εγγραφής

dc.contributor.author Gantes, CJ en
dc.contributor.author Lemonis, ME en
dc.date.accessioned 2014-03-01T01:19:03Z
dc.date.available 2014-03-01T01:19:03Z
dc.date.issued 2003 en
dc.identifier.issn 0045-7949 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/15348
dc.subject Contact en
dc.subject Finite element modeling en
dc.subject Material and geometric non-linearity en
dc.subject Steel connections en
dc.subject T-stub en
dc.subject.classification Computer Science, Interdisciplinary Applications en
dc.subject.classification Engineering, Civil en
dc.subject.other Bolts en
dc.subject.other Computational methods en
dc.subject.other Failure (mechanical) en
dc.subject.other Finite element method en
dc.subject.other Friction en
dc.subject.other Structural loads en
dc.subject.other Bolt length en
dc.subject.other Joints (structural components) en
dc.title Influence of equivalent bolt length in finite element modeling of T-stub steel connections en
heal.type journalArticle en
heal.identifier.primary 10.1016/S0045-7949(03)00004-X en
heal.identifier.secondary http://dx.doi.org/10.1016/S0045-7949(03)00004-X en
heal.language English en
heal.publicationDate 2003 en
heal.abstract In this paper the development and implementation of a finite element model for simple T-stub steel connections is presented. Material and geometric non-linearities as well as contact and friction have been implemented in the model. The model is validated by comparison with experimental data found in the literature, for configurations exhibiting different failure mechanisms and featuring different bolt preloading levels. The impact of bolt length considered in the model is investigated and is shown to be of primary importance. This issue is representative of the continuously increasing use of advanced numerical analysis, supported by progress in computational mechanics, as a tool for practical design of engineering structures. (C) 2003 Elsevier Science Ltd. All rights reserved. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName Computers and Structures en
dc.identifier.doi 10.1016/S0045-7949(03)00004-X en
dc.identifier.isi ISI:000182544900013 en
dc.identifier.volume 81 en
dc.identifier.issue 8-11 en
dc.identifier.spage 595 en
dc.identifier.epage 604 en


Αρχεία σε αυτό το τεκμήριο

Αρχεία Μέγεθος Μορφότυπο Προβολή

Δεν υπάρχουν αρχεία που σχετίζονται με αυτό το τεκμήριο.

Αυτό το τεκμήριο εμφανίζεται στην ακόλουθη συλλογή(ές)

Εμφάνιση απλής εγγραφής