Collapse Behaviour of Rectangular Steel Box Girders
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Collapse Behaviour of Rectangular Steel Box Girders

The Structural Engineer
Collapse Behaviour of Rectangular Steel Box Girders
Date published

N/A

First published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The paper describes a theoretical investigation into the collpase behaviour of the support region of an unstiffened rectangular steel box girder. The results were obtained from a finite-element computer program written for the large-deflection elasto-plastic analysis of 3D plate assemblages. Plasticity is treated using llyushin’s yield criterion. R.S. Puthli, W.J. Supple and M.A. Crisfield

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PDF
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The Institution of Structural Engineers

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Issue 16

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