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Parametric analysis of axially loaded RHS gap K-joints by means of 2-D and 3-D F.E. models

dc.creatorMistakidis, E. S.en
dc.creatorBaniotopoulos, C. C.en
dc.date.accessioned2015-11-23T10:39:44Z
dc.date.available2015-11-23T10:39:44Z
dc.date.issued2003
dc.identifier10.1260/026635103322437436
dc.identifier.issn2663511
dc.identifier.urihttp://hdl.handle.net/11615/31069
dc.description.abstractIn the present paper the behaviour of steel structural RHS gap K-joints under static loading is studied by applying the Finite Element Method. The analysis is performed by the development of both 2-D and 3-D models of gap K-joints, thus investigating the influence of certain geometrical parameters into the strength and the overall stability of the joint. The geometry of the analyzed joints is in agreement with the general requirements of the EC3. The obtained results are compared to those obtained using the EC3-Annex K calculation formulas and the respective conclusive remarks are presented in the last part of the paper.en
dc.source.urihttp://www.scopus.com/inward/record.url?eid=2-s2.0-0141508924&partnerID=40&md5=4775d50e0bb377461314f3ec465a48ec
dc.subjectFinite element methoden
dc.subjectJoints (structural components)en
dc.subjectMathematical modelsen
dc.subjectReliabilityen
dc.subjectSteel structuresen
dc.subjectStrength of materialsen
dc.subjectStructural analysisen
dc.subjectThree dimensionalen
dc.subjectTwo dimensionalen
dc.subjectAxial loaden
dc.subjectStatic loaden
dc.subjectAerospace engineeringen
dc.titleParametric analysis of axially loaded RHS gap K-joints by means of 2-D and 3-D F.E. modelsen
dc.typejournalArticleen


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