Abstract
In the Army of the Czech Republic, the protective structure design is currently regulated by a military standard Žen 2-1/1, mainly for buried structures and against nuclear loads. As the nature of current armed conflicts suggests, it would be more appropriate to design above-ground protective structures exposed to the effects of direct or indirect fire weapons. The paper describes a search for an ideal above-ground structural shape exposed to an airblast. Several shapes were designed and their behavior under a typical airblast loading was tested using ANSYS software. As a result of the analysis, the most suitable shape of a protection structure was designed.
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