摘要
视连续配筋路面 (CRCP)为复合材料 ,运用非对称层合板的各向异性经典理论 ,建立并求解了弹性半空间地基上路面板的平衡微分方程组 。
CRCP is regarded as a kind of composite material.On the basis of classical theory for anisotropic character of asymmetric composite plate,the equilibrium equations of pavement on semi infinite elastic foundation are established and resolved.Finally,an analysis example is supplied.
出处
《解放军理工大学学报（自然科学版）》
EI
2000年第1期54-57,共4页
Journal of PLA University of Science and Technology(Natural Science Edition)
关键词
弹性半空间地基
连续配筋路面
各向异性
semi infinite elastic foundation
CRCP
anisotropic
composite material
