摘要
以三次B样条函数为试函数,计算了在轴对称线荷载作用下夹层扁球壳的非线性弯曲问题.夹层板壳采用Reissner模型.将固定夹紧夹层圆板的结果同摄动法解的结果进行了比较.本文的数值结果有很高的精度.
Cubic spline taken as a trial function, under action of axisymmetric line load, nonlinear bending of shallow spherical sandwich shells was calculated. A sandwich plate or shell was assumed to be Reissner＇s model. Results of circular sandwich plates with rigidly clamped edge were compared with those obtained by the perturbation method. All numerical solutions are with high precision.
出处
《天津大学学报》
EI
CAS
CSCD
北大核心
2009年第3期227-230,共4页
Journal of Tianjin University(Science and Technology)
关键词
夹层圆板
夹层扁球壳
大挠度
非线性稳定
样条配点法
circular sandwich plate
shallow spherical sandwich shell
large deflection
nonlinear stability
spline collection method
