Elastic limit loads of skew plates |
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| Authors: | T Mizusawa T Kajita |
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| Affiliation: | Department of Construction Engineering, Daido Institute of Technology, Hakusuicho-40, Minami-ku, Nagoya, Japan;Department of Civil Engineering, Nagoya University, Furocho, Nagoya, Japan |
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| Abstract: | An elastic limit load of skew plates is analyzed on the basis of the Rayleigh-Ritz method with B-spline functions and the Huber-Mises yield criterion. Dimensionless elastic limit loads, associated maximum deflections and the positions of the first yield points are presented for different skew angles, aspect ratios and boundary conditions. |
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