首页> 外文会议>ASME Pressure Vessels and Piping Conference >A STUDY OF INFLUENCE OF LOCALLY REDUCED THICKNESS ON STRESS OF BOTTOM ANNULAR PLATE OF OIL STORAGE TANK DURING UPLIFTING BY SEISMIC LOADING
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A STUDY OF INFLUENCE OF LOCALLY REDUCED THICKNESS ON STRESS OF BOTTOM ANNULAR PLATE OF OIL STORAGE TANK DURING UPLIFTING BY SEISMIC LOADING

机译:局部减小厚度对蓄水箱底环板应力的影响研究抗震载荷

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摘要

In 1978, Off-Miyagi Prefecture Earthquake in Japan caused damage to large oil storage tanks. Their annular plates had been greatly reduced in thickness due to local corrosion, and they were broken by uplifting due to the earthquake. In order to examine the stress tendency of annular plates with local metal loss during uplift by earthquakes, nonlinear static uplift analyses by three-dimensional shell FEM were carried out on a 110,000kl oil tank. The sizes of locally reduced parts, such as the circumferential and radial dimensions, were taken as the analytical parameters.Many useful results were obtained regarding the relationship between the range of local metal loss and the stress in annular plate. The "stress increase ratio" is defined in this study as the ratio of radial surface stress in an annular plate with metal loss to that without metal loss.The following results were obtained. As the radial width of metal loss part decreases, the annular plate radial stress increases. The stress increase ratio is 1.47 when the thickness of radial metal loss part of radial width 23mm is reduced to 18.4mm from an original thickness of 21mm. For a circumferential length of metal loss part of less than 2.1m that is calculated by multiplying the radius of tank with the tank central angle of three degrees, the stress increases proportionally to the length of metal loss part. On the other hand, when the length is more than 2.1m, the maximum stress has a tendency to saturate.
机译:1978年,日本的宫崎庄地震导致大型储油罐造成损坏。由于局部腐蚀,它们的环形板块厚度大大降低,并且由于地震而通过振奋而被打破。为了通过地震隆起期间用局部金属损耗来检查环形板的应力趋势,在110,000kL油箱上进行三维壳FEM的非线性静电隆起分析。局部减少部件的尺寸,例如周向和径向尺寸,作为分析参数。获得了关于局部金属损耗范围与环形板中应力之间的关系的有用结果。在本研究中定义了“应力增加比”,作为环形板中的径向表面应力与金属损耗的比率,没有金属损失。获得以下结果。随着金属损耗部分的径向宽度降低,环形板径向应力增加。当径向宽度23mm的径向金属损耗部分的厚度降至18.4mm,从原始厚度为21mm时,应力增加比率为1.47。对于金属损耗部分的圆周长度,通过将罐的半径与罐中央角度乘以三度的罐来计算,应力与金属损耗部分的长度成比例地增加。另一方面,当长度大于2.1M时,最大应力具有饱和的趋势。

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