作者: G.N. Nurick , M.D. Olson , J.R. Fagnan , A. Levin
DOI: 10.1016/0734-743X(94)00046-Y
关键词: Square Shape 、 Strain rate 、 Ultimate tensile strength 、 Blast wave 、 Deflection (engineering) 、 Structural engineering 、 Finite element method 、 Numerical analysis 、 Materials science 、 Tearing
摘要: Abstract Experimental and numerical results for fully built-in stiffened square plates subjected to blast pressure loading are presented. The strain rate-sensitive exhibit mode I (large ductile deformation) II (tensile tearing) failure as the load intensity increases. analysis is carried out using a finite element formulation which incorporates non-linear geometry material effects well rate sensitivity. Mode predicted both maximum deflection deformation shape. Initiation of by criterion, but limited data insufficient conformation.