1) 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 for bending 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 for bending 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。
2) the small deflection bending theory of thin plate
薄板小挠度弯曲理论
1.
Which is based on the small deflection bending theory of thin plate, its analytical formula is derived, the influence of some parameters on which is analyzed comprehensively.
分析了直杆式光纤水听器探头的静力灵敏度,基于薄板小挠度弯曲理论导出了其静力灵敏度计算的解析公式,讨论了光纤水听器探头灵敏度的影响因素,并且利用ANSYS进行了模拟分析,数值解与解析解比较吻合。
3) large deflection
大挠度弯曲
1.
In this paper a new analytic solution to large 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 with large 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
4) 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 for cylindrical 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。
5) transvers shear
大挠度圆板弯曲问题
6) beam with large deflections
大挠度弯曲直梁
补充资料：弯曲挠度
分子式：
CAS号：
性质：在弯曲试验过程中，试样跨度中心的顶面或底面偏离原始位置的距离。
CAS号：
性质：在弯曲试验过程中，试样跨度中心的顶面或底面偏离原始位置的距离。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条