苑学众. 叠加法计算简支梁任意截面位移. 力学与实践, xxxx, x(x): 1-3. DOI: 10.6052/1000-0879-24-313
引用本文: 苑学众. 叠加法计算简支梁任意截面位移. 力学与实践, xxxx, x(x): 1-3. DOI: 10.6052/1000-0879-24-313
Yuan Xuezhong. Slope and displacement of a simply supported beam by method of superposition. Mechanics in Engineering, xxxx, x(x): 1-3. DOI: 10.6052/1000-0879-24-313
Citation: Yuan Xuezhong. Slope and displacement of a simply supported beam by method of superposition. Mechanics in Engineering, xxxx, x(x): 1-3. DOI: 10.6052/1000-0879-24-313

叠加法计算简支梁任意截面位移

SLOPE AND DISPLACEMENT OF A SIMPLY SUPPORTED BEAM BY METHOD OF SUPERPOSITION

  • 摘要: 简支梁在某一截面的位移可由以该截面为固定端、并把支座用其约束力替代形成的两个悬臂梁的自由端的挠度计算.用单位载荷法证明了计算截面位移的公式.该公式简单易用,适用于任意简支梁.

     

    Abstract: The slope and displacement at a specific point on a simply supported beam are obtained by the displacements of the free ends of two cantilever beams which are fixed at the specific point and whose free ends are subjected to the reaction forces of the supports of the simply supported beam. The method is proved by the unit-load method. The formulas are simple and the method is easy to be applied. The method applies to general simply supported beam.

     

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