摘要
压杆稳定欧拉公式是从纯弯曲梁的挠曲线近似微分方程EIυ″=-M(x)导出的。本文证明EIυ″=-M(x)并不适用于压杆,进而得出压杆稳定欧拉公式因出处错误而实际上并不存在的结论。
Euler＇s formula for stabilization of compressive bar is derived by EIV″=-M（X） from approximately differential equation of the deflection curve of pure bending of curved beam. In this paper the author has a conclusion that Euler＇s formula is nonexistence for stabilization of compressive bar by his certification of EIV″ =-M（X） being inapplicable to compressive bar.
关键词
中性轴
惯性矩
面积矩
neutral axis
inertia moment
area moment
