摘要
本文建立了考虑横向剪切影响、纤维增强对称正交铺设层合扁球壳的非线性动力方程。应用一维波阻法分析了土与结构的相互作用,对冲击波作用下土中浅埋周边弹性支承层合扁球壳的非线性动力响应问题进行了探讨。数值计算中考虑了各种材料参数及横向剪切变形对动力响应的影响。
In this paper, axisymmetric nonlinear dynamic equations of fiber reinforced symmetric cross-ply laminated flat spherical shells are found including transverse shear deformation. Using one dimensional wave-damping method, the interaction of soil and structure is investigated. The nonlinearly dynamic response of shallow-buried flat spherical shell with its edge elastically restrained against rotation is discussed for shock wave propagation in soil. In the numerical computation, the effects of various material parameters and transverse shear deformation on dynamic response are considered.
出处
《复合材料学报》
EI
CAS
CSCD
北大核心
1993年第3期83-92,共10页
Acta Materiae Compositae Sinica
关键词
球壳
动力响应
复合材料
建筑结构
fiber reinforced, flat spherical shell, transverse shear, dynamic, response, interaction of soil and structure
