摘要
跷跷板可以视为静力学中的杠杆模型,也可视为定轴转动的一维刚体模型。在刚体动力学研究的基础上,将力学模型跷跷板视为两端自由的均匀对称两跨Euler梁,计算了这类Euler梁的频率方程和位移函数,其频率方程和铰支-自由梁的频率方程完全相同,但是由于梁的跨数的增加,位移函数自变量的区间有所变化。位移函数是关于梁的中点反对称的,且在相差一个常数因子的条件下,位移函数是唯一的。
The teeterboard can be regarded as either a lever model in statics or a one-dimensional rigid body model rotating on a fixed axis.Based on the study of rigid body dynamics,in this paper,the mechanical model of teeterboard is considered as a homogeneous symmetrical two-span Euler beam with two free ends.The frequency equation and displacement function of this Euler beam are calculated.The frequency equation is identical to a pinned-free beam.However,the interval of the independent variables of displacement function changes with the increase of the span of the beam.The displacement function is anti-symmetric about the midpoint of the beam,and is unique under the condition of a constant factor difference.
作者
何敏
江燕燕
祝祖送
吴义恒
尤建村
胡莹莹
He Min;Jiang Yanyan;Zhu Zusong;Wu Yiheng;You Jiancun;Hu Yingying(Anqing Normal University,Anqing 246133,China)
出处
《廊坊师范学院学报(自然科学版)》
2020年第2期108-109,118,共3页
Journal of Langfang Normal University(Natural Science Edition)
基金
2018年安庆师范大学物理与电气工程学院教学研究项目(Wdxy2018jyxm010)。
关键词
跷跷板
均匀对称两跨梁
两端自由
频率方程
位移函数
teeterboard
homogeneous symmetrical two-span beam
two free ends
frequency equation
displacement function