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Wind pressures and buckling of metal cantilever tanks.

机译:金属悬臂坦克的风压和屈曲。

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摘要

This thesis reports work done to evaluate wind pressure distributions on aboveground tanks formed by a cylinder and a roof, and to assess shell buckling due to such pressures. First, wind tunnel experiments were performed to obtain wind pressure distributions developed on the wall and on the roof of circular short steel tanks, including different geometries and group configurations. The geometries considered were selected from typical cylindrical tanks located in the Caribbean Region (including Puerto Rico), with conical, shallow-dome, and deep-dome roofs. The pressure distributions measured on the cylinder of the isolated tanks were similar to pressure values on silos obtained by other authors. However, shielding arrays revealed increments in windward pressures on the cylinder, and group arrays generated changes to the pressure distributions with respect to the isolated tanks. Second, linear bifurcation and nonlinear step-by-step buckling analyses were performed on tanks using the pressure distributions measured from the wind tunnel experiments, in order to obtain buckling loads and their associated modes of deformation. Changes to the initial geometry of tanks using the first mode of deformation obtained from an eigenvalue analysis were investigated to compute the sensitivity due to imperfections. The magnitudes of the imperfections applied varied from 10% to 200% the thickness of the shell. From the results, it seems that bifurcation analyses represent adequately the buckling behavior of isolated tanks with conical roofs, but not of tanks with dome roofs based on the selected dimensions of short tanks. Results also showed that corrosion effects reduce the buckling capacity of steel tanks. On the other hand, ring stiffeners around the cylinder of the tanks provide additional buckling capacity that depends on the elevations at which they are located. About imperfections, it seems that tanks with roofs have higher buckling loads but at the same time are more sensitive to imperfections than open-top tanks.
机译:本论文报告了为评估由圆柱体和屋顶形成的地上储罐上的风压分布并评估由于这种压力而引起的壳体屈曲所做的工作。首先,进行风洞实验以获取在圆形短钢制水箱的壁和屋顶上形成的风压分布,包括不同的几何形状和组构型。所考虑的几何形状是从位于加勒比海地区(包括波多黎各)的典型圆柱形储罐中选择的,这些储罐具有圆锥形,浅圆顶和深圆顶屋顶。在隔离罐的气瓶上测得的压力分布类似于其他作者在筒仓上获得的压力值。但是,防护罩阵列显示了气缸上迎风压力的增加,而组阵列产生了相对于隔离罐的压力分布的变化。其次,使用风洞实验测得的压力分布对储罐进行线性分叉和非线性逐步屈曲分析,以获得屈曲载荷及其相关的变形模式。研究了使用从特征值分析获得的第一变形模式来改变罐的初始几何形状,以计算由于缺陷引起的灵敏度。所施加的缺陷的大小从壳的厚度的10%到200%不等。从结果来看,分叉分析似乎可以充分地代表基于短型储罐尺寸选择的,具有圆锥形顶棚的孤立储罐的屈曲特性,但不能充分代表具有圆顶顶棚的储罐的屈曲特性。结果还表明,腐蚀效应降低了钢罐的屈曲能力。另一方面,围绕储罐圆柱体的环形加劲肋可提供额外的屈曲能力,这取决于它们所在的高度。关于缺陷,似乎带有顶盖的储罐具有更高的屈曲载荷,但同时与开放式储罐相比,对缺陷更敏感。

著录项

  • 作者

    Portela Gauthier, Genock.;

  • 作者单位

    University of Puerto Rico, Mayaguez (Puerto Rico).;

  • 授予单位 University of Puerto Rico, Mayaguez (Puerto Rico).;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2004
  • 页码 526 p.
  • 总页数 526
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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