Blast wall strength estimated using finite displacement theory

P. H. Taylor; G. Stewart; R. G. Harwood

Blast wall strength estimated using finite displacement theory

P. H. Taylor^*
, G. Stewart
, R. G. Harwood

^*Corresponding author for this work

University of Oxford

Research output: Contribution to conference › Conference paper (not formally published) › peer-review

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 is given in the form of a procedure for practical application of the method.

Original language	English
Pages	6
Number of pages	6
Publication status	Published - 1998
Externally published	Yes
Event	Proceedings of the 1998 17th International Conference on Offshore Mechanics and Arctic Engineering, OMAE - Lisbon, Portugal Duration: 5 Jul 1998 → 9 Jul 1998

Conference

Conference	Proceedings of the 1998 17th International Conference on Offshore Mechanics and Arctic Engineering, OMAE
City	Lisbon, Portugal
Period	5/07/98 → 9/07/98

ASJC Scopus subject areas

Ocean Engineering
Energy Engineering and Power Technology
Mechanical Engineering

Cite this

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title = "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 is given in the form of a procedure for practical application of the method.",

author = "Taylor, \{P. H.\} and G. Stewart and Harwood, \{R. G.\}",

year = "1998",

language = "English",

pages = "6",

note = "Proceedings of the 1998 17th International Conference on Offshore Mechanics and Arctic Engineering, OMAE ; Conference date: 05-07-1998 Through 09-07-1998",

}

TY - CONF

T1 - Blast wall strength estimated using finite displacement theory

AU - Taylor, P. H.

AU - Stewart, G.

AU - Harwood, R. G.

PY - 1998

Y1 - 1998

N2 - 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 is given in the form of a procedure for practical application of the method.

AB - 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 is given in the form of a procedure for practical application of the method.

UR - https://www.scopus.com/pages/publications/0031635508

M3 - Conference paper (not formally published)

AN - SCOPUS:0031635508

SP - 6

T2 - Proceedings of the 1998 17th International Conference on Offshore Mechanics and Arctic Engineering, OMAE

Y2 - 5 July 1998 through 9 July 1998

ER -

Blast wall strength estimated using finite displacement theory

Abstract

Conference

ASJC Scopus subject areas

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