对于轴向阶梯载荷下圆柱壳的非轴对称动力屈曲，将临界应力和屈曲惯性指数作为双特征参数求解。
Critical stress and inertial exponent are treated as two characteristic parameters for the asymmetric dynamic buckling of cylindrical shells under axial step loading.
并求出了垂直对称线上轴向应力由压应力转变成拉应力的过渡点。
The interim point on the vertical symmetrical line at which the axial stress changes from the compression stress to tensile stress is further found.
本文对用16层纤维增强材料对称铺设成的试样，在轴向载荷和热载下的应力分布作了计算。
For test specimens built up symmetrically from 16 layers of fiber reinforced material the stress distributions are calculated under axial and thermal loads.
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