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clamped support
相关语句
  固支
     Theoretical Solution of Elastic Rectangular Thin Plate with Opposite Boundary Completely Clamped Support and Others Free
     两对边固支另两对边自由弹性矩形薄板理论解
短句来源
     Numerical computation is made in the various cases of simply and clamped support under uniformly and concentrically distributed load for the engineers.
     并就均布与集中载荷作用下外周边简支与固支的各种情形,作了数值计算,以供工程人员参考。
短句来源
     In this paper, the problems of nonlinear forced vibration of elastic circular thin plate with large deflection taking radial inertial force into account are investigated. A method of solution similar to that of modified iteration is presented, and taking plate clamped support as an example, the concrete solution is given.
     研究了考虑径向惯性力时弹性圆薄板大挠度非线性强迫振动问题,提出了一个类似修正迭代法的求解方法,并以固支圆板为例作了具体的求解
短句来源
     In this paper,the analytical solutions for an elastic rectangular thin plate with opposite boundary completely clamped support and others free were derived by a Symplectic geometry method.
     利用辛几何的方法推导出了两对边固支另两对边自由支承条件情况下,弹性矩形薄板问题的理论解。
短句来源
  “clamped support”译为未确定词的双语例句
     The comparison with experimental data gives satisfactory result. The formula of the carrying-capacity is:where p-internal pressure, a-yield limit stress, h-thickness of shell, a-radius of shellbottom, r-half of vertex angle, , a= 1.45 of 1.65 according to casesof unmovable simple support or clamped support on the bottom of shell respectively.
     α=1.45或1.65,分别相当于底周支承情况为不可移简支或为嵌固的情况. 同实验资料进行比较,理论结果同实验数据符合情况良好.
短句来源
  相似匹配句对
     Support?
     支持?
短句来源
     Calculating the Natural Frequencies of Clamped Hanging Tower and Support Position
     固支条件下悬挂塔的自振频率与支承高度
短句来源
     Compensation and support
     简评战后日本对中国的赔偿与援助问题
短句来源
     Theoretical Solution of Elastic Rectangular Thin Plate with Opposite Boundary Completely Clamped Support and Others Free
     两对边固支另两对边自由弹性矩形薄板理论解
短句来源
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  clamped support
Rectangular plates with clamped support and elastically support encountered frequently are calculated as numerical experiments.
      
The natural frequencies for these modes were considerably below the minimum frequencies for shells with simple and clamped support edges.
      
Figure 25.--Details of the fixtures that provided clamped support at the unloaded edges of sandwich panels.
      


In engineering practice, the circumferential edge of a circular plate, aside from being leaned on hinged or fixed support, may happen to be leaned on elastically-clamped support. This paper is to discuss: The bending of the circular plate with elastically clamped edges under parabolic distributeds symmetrical load. To use the principle of superposition to analyze the bending problem of the same plate with a concentrated load at the center. The same problem under other loading.

在工程实际中,圆形薄板之周边除了铰支和固定支座外,还会经常遇到沿板周边为弹性固定支座的情况,本文讨论:(一)周边弹性固定而受有抛物线分布载荷时的弯曲,(二)利用叠加法分析周边弹性固定而受有中心集中荷载时的弯曲问题。(三)其他载荷时的情况。

The paper deals with a new approach of the limit analysts of conical shells subjected to internal uniform pressure. On the basis of carrying-capacity from membrane theory, a rational correction is made for the bending effect according to the nature ofactual supporting condition. If the characteristic number of shell is suf-ficiently small, very simple formulae are obtained for the carrying capacity in the case of unmovable simple support as well as in the case of fixed support. The comparison with experimental...

The paper deals with a new approach of the limit analysts of conical shells subjected to internal uniform pressure. On the basis of carrying-capacity from membrane theory, a rational correction is made for the bending effect according to the nature ofactual supporting condition. If the characteristic number of shell is suf-ficiently small, very simple formulae are obtained for the carrying capacity in the case of unmovable simple support as well as in the case of fixed support. The comparison with experimental data gives satisfactory result. The formula of the carrying-capacity is:where p-internal pressure, a-yield limit stress, h-thickness of shell, a-radius of shellbottom, r-half of vertex angle, , a= 1.45 of 1.65 according to casesof unmovable simple support or clamped support on the bottom of shell respectively.

本文研究了锥壳在受均布内压作用时极限分析的一个途径.以薄膜理论的极限载荷为基础,考虑了锥壳的实际支承条件而进行了弯曲效应的修正.同时,利用薄壳的特征值作为小参数,得到了非常简单的理论近似公式 其中σ_T为材料屈服极限,h为壳厚,α为底周半径,r为半锥角;α=1.45或1.65,分别相当于底周支承情况为不可移简支或为嵌固的情况.同实验资料进行比较,理论结果同实验数据符合情况良好.

In this paper, the axisymmetric bending of thick circular plates is analysed by use of the method due to Ref. Numerical computation is made in the various cases of simply and clamped support under uniformly and concentrically distributed load for the engineers.

本文采用文献~[1]提供的三维弹性理论解,分析了厚圆板的轴对称弯曲问题。并就均布与集中载荷作用下外周边简支与固支的各种情形,作了数值计算,以供工程人员参考。

 
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