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1)  Large deflection
大挠度
1.
Three-dimensional differential equations for bottomhole assembly under large deflection;
下部钻具组合三维大挠度微分方程的详细推导
2.
Springback finite-element analysis for large deflection of bending thin plate;
大挠度弯曲薄板的回弹有限元分析
3.
Element-free method for thin plate analysis with large deflection;
无单元法在薄板大挠度问题中的应用
2)  large-deflection
大挠度
1.
Based on the geometrically nonlinear theory of Eulerian beam, governing equations of beam deformation with elastic-plastic large-deflection subjected to mechanical loads were established by using ideal elastic-plastic model.
采用理想弹塑性模型,基于Euler梁的几何非线性理论,建立了梁在机械载荷作用下的弹塑性大挠度变形问题的控制方程。
2.
On the basis of elasticity of the large-deflection thin penal,the method of weighted residuals is applied in cal-culating the stress and deflection of the curtain-wall glass.
根据弹性薄板大挠度理论,运用加权残值法分析计算幕墙玻璃的挠度和应力,并与幕墙玻璃规范设计进行比较,结果表明,基于非线性理论的设计计算是可行的。
3.
Based on the finite element theory, a large-deflection flexible cable is discretized into a series of cable element and the nonlinear finite element equations are derived With the approach in the paper, cable structures of any shapes and subjected to any loads can be treated.
本文基于有限元理论,将大挠度索离散为一系列小挠度索单元,推导出索结构的刚 度矩阵的显式。
3)  maximum deflection
最大挠度
1.
Calculating of maximum deflection and minimum tensile force in belt between the carrying rollers of belt conveyor;
输送机托辊间输送带的最大挠度与最小张力的计算
2.
Analytic method about maximum deflection of crane girder under the movement of single crane;
单台吊车移动下吊车梁最大挠度的解析算法
3.
The formulas of minimum tensile force and maximum deflection are worked out.
根据绝对柔韧输送带在大变形时应变与位移的准确关系及平衡微分方程 ,推导出输送带在载荷及自重作用下的精确关系及平衡方程 ,从而求出输送带在载荷及自重作用下的输送带最小张力、最大张力以及最大挠度
4)  large deflection plate
大挠度板
1.
A weighted residual method with variable conversion and cyclic iteration is proposed in this paper , which facilitates the approximate solution of nonlinear coupling partial differential equations of large deflection plate.
针对大挠度板非线性耦合偏微分方程组的求解 ,提出了变量转换循环迭代加权余量法。
5)  Largest deflection
最大挠度
1.
An approximate calculation formula for solving the largest deflection of flection staff by using the modulus transform of elliptic integral of first kind;
屈曲杆最大挠度的椭园积分模数变换求解法
6)  large deflection beams
大挠度梁
补充资料:挠度
      细长物体或薄物体在受力或受热后弯曲变形程度的度量。细长物体(如梁或柱)的挠度是指在变形时其轴线上各点在该点处轴线法平面内的位移量。薄板或薄壳的挠度是指中面上各点在该点处中面法线上的位移量。物体上各点挠度随位置和时间变化的规律称为挠度函数或位移函数。通过求挠度函数来计算应变和应力是固体力学的研究方法之一。
  

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