Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/937
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Type: Journal article
Title: Unilateral buckling of elastically restrained rectangular mild steel plates
Author: Smith, S.
Bradford, M.
Oehlers, D.
Citation: Computational Mechanics, 2000; 26(4):317-324
Publisher: Springer
Issue Date: 2000
ISSN: 0178-7675
1432-0924
Statement of
Responsibility: 
S. T. Smith, M. A. Bradford, D. J. Oehlers
Abstract: This paper considers the elastic unilateral buckling of rectangular mild steel plates that are restrained elastically and subjected to bending and axial actions. A variational formulation of the Ritz method using linear combinations of harmonic functions for the buckling deformations is used to establish an eigenproblem to determine the plate local buckling coefficients. The motivation for the study is the retrofit of reinforced concrete beams by gluing and then bolting steel plates to the sides of the beam. Such plates, when acting compositely with the concrete beam, are subjected to predominantly bending and axial actions which may cause unilateral local buckling. Whereas the bolts provide complete restraint against buckling at discrete points, the glue may also inhibit local buckling between these nodal points since it acts as a continuous elastic restraint. The influence of the glue stiffness, support conditions and plate proportions on the unilateral buckling of such plates are assessed.
RMID: 0001000068
DOI: 10.1007/s004660000153
Appears in Collections:Civil and Environmental Engineering publications

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