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Evaluation of nonlinear response of steel members...
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Evaluation of nonlinear response of steel members under blast loading

Abstract

In this study the dynamic response of typical W-shape steel beams was experimentally evaluated. A total of thirteen wide flange steel specimens were field tested using live explosives. The test specimens were subjected to blast loads generated by detonation of different charge sizes, ranging from 50 to 250 kg of ANFO at standoff distances varying from 7 to 10 m. Blast wave characteristics, including incident and reflected pressures, and …

Authors

Nassr AA; Razaqpur AG; Tait MJ; Campidelli M; Foo S

Volume

2

Pagination

pp. 1684-1693

Publication Date

December 28, 2010

Conference proceedings

Proceedings Annual Conference Canadian Society for Civil Engineering