摘要
正交各向异性夹层板具有较好的强度、刚度和稳定性,已在一些重要承力结构中应用.本文建立的正交各向异性夹层板的基本方程,充分考虑了板层和芯层的正交各向异性,具有较强的应用性、普遍性.
The double-layered slab with right-angles and difference in nature each direc-tion has well strength, rigidity and stability, so it has been applied to some important support structures. The equation of the double-layered slab with right-angles and differ-ence in nature each direction, which is set up in this article, has fully considered the right-angles and difference in nature each direction of both slab-layer and middle layer. So. it is provided with powerful applicability and universality.
出处
《吉林建筑工程学院学报》
CAS
1997年第4期1-6,共6页
Journal of Jilin Architectural and Civil Engineering
关键词
基本方程
正交各向异性
夹层板
弯曲理论
right angles and difference in nature each direction, double-layered slab, bending theory
