The large deflection bending model, also known as the "Big Deflection Bending Model," is an important concept in the field of structural engineering. This model is used to analyze and predict the behavior of structures and materials when subjected to significant bending loads. By considering the effects of large deflections, this model provides a more accurate representation of real-world conditions, allowing engineers to design and optimize structures with greater precision. For example, the large deflection bending model can be applied to assess the performance of bridges, buildings, and other critical infrastructure under various loading scenarios. Its application has significant implications for the safety and efficiency of civil engineering projects.
大挠度弯曲模型,large deflection bending model
1)large deflection bending model大挠度弯曲模型
1.Alarge deflection bending model is developed for incompressible fluid saturated orthotropic poroelastic plates, and the corresponding basic governing equations are presented.对于流体饱和不可压正交各向异性多孔弹性板,建立了大挠度弯曲模型,给出了相应的基本控制方程。
2)large deflection大挠度弯曲
1.In this paper a new analytic solution tolarge deflection of stiffened plates is presented.提出了一种加筋板大挠度弯曲的新解法 ,此方法将离散的梁与板结合起来建立一个统一的控制方程。
2.In this paper, the modified method of multiple scales is applied to study the bending problems for circular thin plate withlarge deflection under the hinged and simply supported edge conditions.本文应用修正多重尺度法研究圆板在铰链和简单支承条件下的大挠度弯曲·作出其级数解，分析其边界层效应和证明其渐近性
英文短句/例句
1.Solution to the Large Deflection Problem of Thin Plates by BEM Method用边界元法求解薄板大挠度弯曲问题
2.The slip displacement increases the curvature, reduces the stiffness, increases the additional moment and consequently leads the increase of deflection.滑移增大结构曲率,降低构件刚度,增加附加弯矩,从而引起挠度增大。
3.determination of flexural stiffness of fabrics:flexometer method织物弯曲硬挺度的测定法: 挠度计法
4.Strength Criteria in Semi-Analytical,Large Deflection Analysis of Stiffened Plates in Local and Global Bending局部和整体弯曲下加劲板半解析大挠度分析中的强度标准
5.Effect of Entrance/exit Leveler Roller" intermesh to Plate Flatness辊式矫直过程中板带弯曲挠度的确定
6.A DYNAMIC BENDING MODEL FOR LARGE DEFLECTION OF INCOMPRESSIBLE SATURATED ORTHOTROPIC POROELASTIC PLATES饱和不可压正交各向异性多孔弹性大挠度板的动力弯曲模型
7.flexural fatigue弯曲疲劳,挠曲疲劳
8.flexural strain挠曲应变,弯曲应变
9.flexural resilience弯曲回弹性,挠曲回弹性;弯曲回弹能,挠曲回弹能
10.Find the value of the bending stress and the deflection at the center if the ribs are omitted.如果略去肋条，求中心处的弯曲应力和挠度之值。
11.A System of New Boundary Integral Equations of Thin Plate Bending;薄板小挠度弯曲问题的新的边界积分方程
12.DEFLECTION FOR REFLECTOR PLATE OF HELIOSTAT BASED ON THIN PLATE FLEXURE THEORY定日镜反射板基于薄板弯曲理论的挠度分析
13.Bending deflection properties of bamboo particle-wood fiber plywood.竹碎料-木纤维复合板弯曲挠度特性的研究
14.bending stiffness抗挠劲度,抗弯硬挺度
15.Finite element method based on complementary energy principle for large deflection of shallow beam浅曲梁大挠度分析的余能有限元方法
16.Construction of Analytical Approximate Solutions to Buckling of Euler"s Column with Large DeflectionEuler杆大挠度屈曲解析逼近解的构造
17.steep-S flexible riser高弯度S形挠性立管
18.A REFINED DIFFERENTIAL EQUATION OF DISPLACEMENT OF FOURTH ORDER FOR THE AXIAL SYMMETRICAL BENDING PROBLEM OF A CONICAL SHELL AND ITS SOLUTION IN BESSEL FUNCTION圆锥壳轴对称弯曲问题精确的四阶挠度微分方程和贝塞尔函数解
相关短句/例句
large deflection大挠度弯曲
1.In this paper a new analytic solution tolarge deflection of stiffened plates is presented.提出了一种加筋板大挠度弯曲的新解法 ,此方法将离散的梁与板结合起来建立一个统一的控制方程。
2.In this paper, the modified method of multiple scales is applied to study the bending problems for circular thin plate withlarge deflection under the hinged and simply supported edge conditions.本文应用修正多重尺度法研究圆板在铰链和简单支承条件下的大挠度弯曲·作出其级数解，分析其边界层效应和证明其渐近性
3)bending of thin plates with large deflections大挠度弯曲薄板
1.Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established and reciprocal theorems forbending of thin plates with large deflections are given by Fubaolian.付宝连建立了直角坐标系,建立了有限变形非线性弹性力学的功的互等定理并给出了大挠度弯曲薄板的功的互等定理。
2.Reciprocal theorem for non-linear elasticity with finite displacements in rectargular cartesian coordinates is established in this paper and reciprocal theorems forbending of thin plates with large deflections are given.建立了直角坐标系有限变形非线性弹性力学的倒易定理并给出了大挠度弯曲薄板的倒易定理。
4)beam with large deflections大挠度弯曲直梁
5)bending deflection弯曲挠度
1.On the basis of the mathematical elastic theory, thebending deflection expression of the complex Fourier Series is derived at first for the infinite plate with a unit circle.应用弹性力学的复变函数理论,首先导出了圆孔无限大板弯曲挠度的复Fourier级数表达式,再把孔的边界条件进行复Fourier级数展开,用待定系数法确定级数的未知系数。
6)cylindrical bending of large deflections of panels大挠度柱面弯曲板条
1.Based on the principle of minimum potential energy with mixed variables for beams with large deflections, the paper presents an approximate method forcylindrical bending of large deflections of panels with two edges fixed.应用大挠度弯曲直梁混合变量最小势能原理,求解均载两端固定大挠度柱面弯曲板条的轴向挠度分布和轴向弯矩分布。
延伸阅读
大挠1.亦作"大桡"。 2.传说为黄帝史官﹐始作甲子。
