再论从一个怪例看细长梁理论的基本假定

On from an unusual example to basic assumption of slender beam's theory again

  • 摘要: 针对均布力偶作用下两端固支欧拉梁挠度为零的状态, 通过欧拉梁挠度的四阶微分方程分析欧拉梁挠度为零的本质. 再考虑6种边界下均布力偶作用下的欧拉梁, 发现边界条件中剪力是否为零起决定性作用.

     

    Abstract: As for the state of zero deflection of clamp-clamp Eulerbeam acted on uniform distributed couple only, the inherent factors toinduce this zero deflection can be analyzed by forth order differentialequation of deflection of Euler beam that take into the effect ofdistributed force and couple. Then Euler beam acted on uniform distributedcouple with the six kinds of classic boundary condition has been analyzed.The key factor inducing the zero deflection of Euler beam acted on uniformdistributed couple only can be found is whether shear force in boundarycondition equal to zero.

     

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