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集中荷载作用下两端固支梁的弹性力学解

The Elastic Mechanics Solution of Statically Indeterminate Beams Fixed at Two Sides under the Action of Concentrated Load

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【作者】 张伟苏明乐于洪亮焦治张继红杨宏杰

【Author】 ZHANG Wei~1,SU Ming-le~1,YU Hong-liang~1,JIAO Zhi~1,ZHANG Ji-hong~1,YANG Hong-jie~(1,2)(1.Zhengzhou Eastern Steel Structure Engineering Co.Ltd.,Zhengzhou 450011,China;2.North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China)

【机构】 郑州东方钢结构装饰有限公司郑州东方钢结构装饰有限公司 河南郑州450011河南郑州450011华北水利水电学院

【摘要】 根据弹性力学平面问题的基本理论,采用半逆解法,求出了两端固支的单跨超静定梁在集中荷载作用下的应力和位移多项式解,并与材料力学解进行了比较,说明了材料力学解的精度和适用范围,可供工程结构设计和弹性力学教学时参考.

【Abstract】 By means of the basic theory of plane problem in elastic mechanics and using half adverse solving method,the stresses and displacements of statically indeterminate beams fixed at two sides under the action of concentrated load are calculated.The results are compared with the material mechanics solutions. The precision and applicability of solutions of material mechanics are discussed from above solutions.All these may be helpful for structure design and elastic mechanics teaching.

  • 【文献出处】 华北水利水电学院学报 ,Journal of North China Institute of Water Conservancy and Hydroelectric Power , 编辑部邮箱 ,2006年04期
  • 【分类号】TU322;TU311
  • 【被引频次】7
  • 【下载频次】997
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