作者: T. Krauthammer , S. Astarlioglu , J. Blasko , T.B. Soh , P.H. Ng
DOI: 10.1016/J.IJIMPENG.2007.12.004
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摘要: Abstract Theoretical and numerical methods for deriving pressure–impulse ( P – I ) diagrams structural elements subjected to transient loads are described in this paper. Three different search algorithms numerically were developed by the authors presented. The of a linear elastic system under rectangular triangular load pulses derived using both theoretical results compared. application these approaches behavior assessment tested is illustrated.