正交各向异性多层夹芯层板具有较好的强度、刚度和稳定综合性能,已在一些重要承力结构(如复合材料桥)中应用。本文建立的分析理论,考虑板层和芯层为正交各向异性,各层材性和厚度可以不同,各芯层角变形可以不等的较普遍情况,而目前流行的单夹芯板的Hoff理论和Reissner理论只是本理论简化的一种特殊情况。 Orthotropic multi-layer sandwich panels with good strength, stiffness and stability of integrated performance, has been in some important bearing structures (such as composite bridges) applications. The analytical theory established in this paper considers that the lamellar and core layers are orthotropic, the material properties and thickness of the layers can be different, and the angular deformation of the core layers can not be more general. However, Hoff theory and Reissner theory are only a special case of this theory to simplify.