A Proposed Methods for the Design of Thin-walled Beams which Buckle Locally
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A Proposed Methods for the Design of Thin-walled Beams which Buckle Locally

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The Structural Engineer
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The Structural Engineer, Volume 50, Issue 2, 1972

Date published

N/A

Citation

The Structural Engineer, Volume 50, Issue 2, 1972

Price

Standard: £10 + VAT
Members/Subscribers: Free

Explicit expressions for the local buckling of a generally imperfect, simply supported plate are used to develop a simple method for the design of thin-walled beams. Comparison with test results for lipped-channel beams shows that the method gives good agreement with both collapse asymmoments and elastic deflexions.

R.G. Dawson and A.C. Walker

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PDF
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The Institution of Structural Engineers

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Issue 2

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