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钢模台车模板变截面梁的变形计算 被引量:2

Deformation Calculation for Variable Cross-Section Girder of Steel Mold Trolley of Cyclostyle
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摘要 在工程设计中,经常需要计算复杂截面梁的变形。由于变截面梁在受到复杂载荷作用时,其微分方程数学描述复杂,推导和计算困难,有限差分法采用一组以挠度为未知量的代数方程,近似地代替挠曲线的微分方程,通过解这一组代数方程即可求得挠曲线上某点的挠度。 The deformation of the variable cross-section girder ofter needs to be calculated in the engineering design. When the variable cross-section girders bear complex load,it is very difficult to express with differential equation and is very difficult to solve them. The finite difference method approximatively takes a set of algebraic equations of deflection being an unknown quantity as a set of differential equations of deflection curve and calculates the set of algebraic equation ,so the deflection of a point in curve can be got
出处 《三峡大学学报(自然科学版)》 CAS 2003年第3期205-207,共3页 Journal of China Three Gorges University:Natural Sciences
关键词 钢模台车 模板 变截面梁 变形 有限差分法 挠度 代数方程 微分方程 水电工程 variable corss-section girder finite difference method deflection algebraic equations differential equation
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参考文献1

  • 1刘鸿文.材料力学[M].杭州:浙江大学出版社,1991..

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