Data for "Robustness of beam to column end-plate moment connections with stainless steel bolts subjected to high rates of loading"
Data for "Robustness of beam to column end-plate moment connections with stainless steel bolts subjected to high rates of loading"
Bolt and coupon test results for the paper "Robustness of beam to column end-plate moment connections with stainless steel bolts subjected to high rates of loading"
Funded by Defence Science and Technology Laboratory.
steel construction, connections, blast, high strain rate, buildings, stainless steel
University of Southampton
Culache, George
4e746a0d-811a-4c69-bf62-143552980ea5
Byfield, Michael
35515781-c39d-4fe0-86c8-608c87287964
Ferguson, Neil
8cb67e30-48e2-491c-9390-d444fa786ac8
Tyas, Andy
2de975f6-ae0a-4604-936b-c94f46831eb3
Culache, George
4e746a0d-811a-4c69-bf62-143552980ea5
Byfield, Michael
35515781-c39d-4fe0-86c8-608c87287964
Ferguson, Neil
8cb67e30-48e2-491c-9390-d444fa786ac8
Tyas, Andy
2de975f6-ae0a-4604-936b-c94f46831eb3
Culache, George, Byfield, Michael, Ferguson, Neil and Tyas, Andy
(2016)
Data for "Robustness of beam to column end-plate moment connections with stainless steel bolts subjected to high rates of loading".
University of Southampton
doi:10.5258/SOTON/400565
[Dataset]
Abstract
Bolt and coupon test results for the paper "Robustness of beam to column end-plate moment connections with stainless steel bolts subjected to high rates of loading"
Funded by Defence Science and Technology Laboratory.
Spreadsheet
Results_All_Bolts_Ultimate_loads.xlsx
- Dataset
Spreadsheet
Results_All_Coupon_Tensile_Tests.xlsx
- Dataset
More information
Published date: 2016
Keywords:
steel construction, connections, blast, high strain rate, buildings, stainless steel
Organisations:
Education Hub, Infrastructure Group, Dynamics Group
Identifiers
Local EPrints ID: 400565
URI: http://eprints.soton.ac.uk/id/eprint/400565
PURE UUID: e4bc3c82-2908-44c3-93a9-acdd667caaa1
Catalogue record
Date deposited: 20 Sep 2016 13:44
Last modified: 05 Nov 2023 02:31
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Contributors
Creator:
George Culache
Creator:
Michael Byfield
Creator:
Andy Tyas
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