Blast wall strength estimated using finite displacement theory
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 com...
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| Format: | Conference item |
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ASME
1998
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| _version_ | 1826258463865438208 |
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| author | Taylor, P Stewart, G Harwood, R |
| author_facet | Taylor, P Stewart, G Harwood, R |
| author_sort | Taylor, P |
| collection | OXFORD |
| description | 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. |
| first_indexed | 2024-03-06T18:34:23Z |
| format | Conference item |
| id | oxford-uuid:0abc5f4e-5286-44c0-ac6d-56e79c7add22 |
| institution | University of Oxford |
| last_indexed | 2024-03-06T18:34:23Z |
| publishDate | 1998 |
| publisher | ASME |
| record_format | dspace |
| spelling | oxford-uuid:0abc5f4e-5286-44c0-ac6d-56e79c7add222022-03-26T09:25:25ZBlast wall strength estimated using finite displacement theoryConference itemhttp://purl.org/coar/resource_type/c_5794uuid:0abc5f4e-5286-44c0-ac6d-56e79c7add22Symplectic Elements at OxfordASME1998Taylor, PStewart, GHarwood, RA 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. |
| spellingShingle | Taylor, P Stewart, G Harwood, R Blast wall strength estimated using finite displacement theory |
| title | Blast wall strength estimated using finite displacement theory |
| title_full | Blast wall strength estimated using finite displacement theory |
| title_fullStr | Blast wall strength estimated using finite displacement theory |
| title_full_unstemmed | Blast wall strength estimated using finite displacement theory |
| title_short | Blast wall strength estimated using finite displacement theory |
| title_sort | blast wall strength estimated using finite displacement theory |
| work_keys_str_mv | AT taylorp blastwallstrengthestimatedusingfinitedisplacementtheory AT stewartg blastwallstrengthestimatedusingfinitedisplacementtheory AT harwoodr blastwallstrengthestimatedusingfinitedisplacementtheory |