根据各向异性矩形板平面应力问题的基本方程精确地求得了位移函数的一般解。
Based on the fundamental equation of an anisotropic rectangular plate in plane stress problem, an accurate general displacement solution is obtained.
针对均布载荷作用下正交各向异性梁在两端固支条件下的平面应力问题，求解了应力和位移的解析解。
For the plane stress problem of fixed end orthotropic beams subjected to uniform load, the analytical solutions of stress and displacement were resolved.
推导了各向异性平面弹性体中矩形孔洞边缘的应力分布公式并给出了数值计算结果。
A general solution for stress distribution around rectangle holes in anisotropic elastic plates is presented.
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