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    The cylinder shell finite strip method of stability analysis for cylinder shell structure with prestress
    柱壳结构外压稳定性分析的柱壳有限条元法
    Structural design of the cylinder shell resonant liquid densitometer
    谐振式液体密度传感器的结构设计
    The Cylinder Shell Finite Strip Element Method Applied to Stiffening Cylinder Shell Structure's Buckling under External Pressure
    加劲柱壳结构外压屈曲问题的柱壳有限条元法
    Study on the Specificity of the Cylinder Shell Buffering and Absorbing Energy Axially
    关于圆柱壳轴向缓冲和吸能特性的研究
    Reinforcement by External Prestressing and Finite Element Analys is for the Cylinder Shell Structure with Temperature Crack
    圆柱壳温度裂缝体外预应力加固及有限元分析
    The analysis method which can calculate the stress of the changing wall thickness section connecting the sphere head and the cylinder shell with unequal wall thickness has been established.
    建立了通过变厚度筒壳把球壳与不等厚的筒壳相连接的不连续应力解析计算方法。
    The analysis of the limit element method on the free vibration of the cylinder shell
    圆柱壳自由振动的有限元分析
    The specimens'deformation when they failed mainly occurred in the vicinity of the brackets and the transitions which connect the cylinder shell and the hopper.
    试件破坏时的变形主要表现为支架上方壳体的局部外鼓变形以及锥筒连接处近似轴对称分布的周向凹陷。
    With the example of the design of one DN400 water-water heat exchanger, it can be concluded that the stipulation in GB151-89 "Steel Tabular Heat Exchanger"that the maximum baffle spacing shall not be greater than the diameter of the cylinder shell is not appropriate. This provision is unfavorable to decrease the pressure drop of the liquid at shell side. The modification, then, was proposed.
    本文以DN400水-水换热器设计计算为例,说明GB151-89《钢制管壳式换热器》中关于折流板的最大间距应不大于圆筒内直径的规定是不尽合理的,不利于壳程流体压力降的降低,并提出了相应的建议。
    According to the theory of plate shells and the welding contraction model, the calculation formulas of the cylinder shell's welded residual stresses are derived.
    根据板壳和圆柱壳体理论 ,以及焊接收缩力模型 ,推出圆柱壳体类构件环缝焊接残余应力的计算公式 .
    We have made the wave test acting on the cylinder shell construction with large diameters. On the basis of test, the study on the calculations of wave force and its moment acting on the cylinder shell construction of large diameters during the construction period were given by multiple linear regression analysis, thus the simple feasible formula for calculating wave load was obtained.
    我们进行了作用在大直径薄壳圆筒结构上波浪实验 ,在实验的基础上 ,引入多元线性回归分析对施工期作用在大直径薄壳圆筒结构上的波浪力及其弯矩的计算进行了研究 ,从而得到计算波浪荷载简单可行的公式
    The cylinder shell structure with large diameter is a new type structure recently in the harbor and offshore engineering.
    大直径圆柱壳结构是近年来在港口海洋工程中出现的一种新型结构。
 

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