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contributor authorMark G. Stewart
contributor authorMichael D. Netherton
date accessioned2017-05-08T22:09:24Z
date available2017-05-08T22:09:24Z
date copyrightOctober 2015
date issued2015
identifier other35360472.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72484
description abstractReliability-based design allows the decision maker to select the level of reliability for a specific blast loading scenario and key to this is an understanding of airblast uncertainty. Hence, explosive field trials have been conducted in Australia that measured the variability of free-field blast loading caused by military standard plastic explosives. The results have revealed a high level of variability of peak incident pressure, impulse, and time of positive phase duration for repeatable tests where variability would be expected to be a minimum. The accuracy of predictive blast load models (model error) was also assessed. A probabilistic blast load computer model is revised to capture these observed variabilities. The effect of a 20% mass-increase safety factor typically applied to explosive mass on the probability of exceeding a design blast load is assessed. Reliability-based load factors are calculated where the nominal load is multiplied by the load factor to ensure that the actual load is equal to the reliability level. Reliability-based load factors are estimated for reliability levels of 0.05–0.99, for a range of scaled distances for military munitions. The load factor can be as low as 0.66 for a 0.05 reliability level and as high as 1.30 for a 0.99 reliability level.
publisherAmerican Society of Civil Engineers
titleReliability-Based Design Load Factors for Explosive Blast Loading
typeJournal Paper
journal volume29
journal issue5
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000709
treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
contenttypeFulltext


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