Faculty of Engineering: Recent submissions
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Interaction Buckling and Postbuckling in the Distortional Mode of Thin-Walled Sections (No. R870)
Published 2006The buckling modes of cold-formed thin-walled sections with edge stiffeners are generally in the forms of the short half-wavelength local buckle, the intermediate half-wavelength distortional buckle and the long half-wavelength ...Open AccessReport, Research -
Buckling Studies of Thin-Walled Channel Sections under Combined Bending and Shear (No. R886)
Published 2007Thin-walled section members can be subjected to axial force, bending and shear. In the cases of cantilever beams and continuous lapped purlins, where combined bending and shear occur at the purlin section just outside the ...Open AccessReport, Research -
Shear Buckling of Thin-Walled Channel Sections (No. R885)
Published 2007The elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined where the computational modelling of the thin-walled steel sections is implemented ...Open AccessReport, Research -
Shear Locking in Isoparametric Spline Finite Strips (No. R876)
Published 2007The Mindlin plate bending theory includes shear deformations in the formulation to better reproduce the behaviour of thick plates and to avoid difficulties in satisfying continuity requirements along strip boundaries. ...Open AccessReport, Research -
Elastic Buckling Analysis of Perforated Thin-Walled Structures by the Isoparametric Spline Finite Strip Method (No. R879)
Published 2007In previous reports [1, 2], the isoparametric spline finite strip method was successfully applied to the in-plane stress and bending linear elastic analysis of perforated plates, and to the linear elastic analysis of folded ...Open AccessReport, Research