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Conference item

Blast wall strength estimated using finite displacement theory

Abstract:

A simple yield line theory can be applied to the post-buckled deformation mode of the plate to provide a lower bound solution to the collapse of panels that take into account large deflections. In the illustration given, no in-plane edge restraint of the plate is assumed and the plate resistance comes entirely from bending. A method is introduced for estimating the large-deformation capacity of panels in the absence of any in-plane load carrying capacity at the plate boundaries. This scheme i...

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author
Publisher:
ASME
Host title:
Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE
Publication date:
1998-01-01
Pubs id:
pubs:355539
UUID:
uuid:0abc5f4e-5286-44c0-ac6d-56e79c7add22
Local pid:
pubs:355539
Source identifiers:
355539
Deposit date:
2013-11-17

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