为探讨抗爆结构设计,采用有限元模拟了典型加筋板结构加强筋迎、背爆面布置下抗冲击过程,分析加强筋的布置对冲击载荷的影响,并与加筋板抗爆实验进行比较.结果表明:加强筋迎爆面布置将使板架在加强筋间的局部区域承受的冲击载荷变大,而使板架承受的角隅汇聚冲击波强度减弱；数值模拟结果与实验结果吻合良好.
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