This paper is concerned with the derivation of the benchmark three-dimensional exact solutions for the static analysis of rectangular antisymmetric angle ply plates. The expressions for the exact solutions of displacements and stresses can be used in a straight forward manner to find the numerical results for any fiber orientation angle. It has been explored that the expressions for the exact solutions of displacements and stresses in the square antisymmetric angle-ply plates with 45° fiber orientation angle cannot be used for other fiber orientation angles and vice versa. Comparison of the exact solutions with the analytical solutions employing the first order shear deformation theory (FSDT) reveals that the FSDT can be efficiently used for thin and two layered thick antisymmetric angle-ply plates.

本文涉及矩形反对称角层板静态分析的基准三维精确解的推导。位移和应力精确解的表达式可以直接使用，以找到任何纤维取向角的数值结果。已经探索出，具有45°纤维取向角的方形反对称角-层板中的位移和应力的精确解的表达式不能用于其他纤维取向角，反之亦然。精确解与采用一阶剪切变形理论（FSDT）的解析解的比较表明，FSDT可以有效地用于薄板和两层厚的不对称角铺层板。