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Strengthening effects of spiral stairway on the buckling behavior of metal tanks under wind and vacuum pressures

机译:螺旋阶梯对风压和真空压对金属罐屈曲性能的影响

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Steel cylindrical tanks are formed by very thin-walled shells and as typical thin-walled structures, they are very sensitive to buckling under external pressures, especially when they are empty or at low liquid level. Results of numerical investigations on the effects of spiral stairway on the budding behavior of ground based steel cylindrical liquid storage tanks subjected to both wind and vacuum pressures are presented. It is concluded that by choosing appropriate circumferential position for stairway, considering regional prevailing wind direction, designers can use the noticeable amount of added strength arising from stairway as a safety margin. In other words, it seems that the spiral stairway acts as an oblique stiffener on the tank wall. Contrary to the case of wind loading, the stairway has negligible effect on budding resistance of tanks under vacuum pressure. However, it changes the buckling modes of tank significantly under vacuum loading. (C) 2016 Elsevier Ltd. All rights reserved.
机译:钢制圆柱罐由非常薄的壁壳形成,作为典型的薄壁结构,它们对外部压力下的屈曲非常敏感,特别是当它们为空或处于低液位时。给出了螺旋楼梯对风压和真空压下地面钢制圆柱型液体储罐出芽行为影响的数值研究结果。结论是,通过为楼梯选择适当的圆周位置,并考虑区域盛行的风向,设计人员可以将楼梯引起的明显增加的强度用作安全余量。换句话说,螺旋形楼梯似乎在罐壁上起到了倾斜加强件的作用。与风荷载的情况相反,楼梯对罐在真空压力下的抗萌芽性影响可忽略不计。但是,它在真空负载下会显着改变储罐的屈曲模式。 (C)2016 Elsevier Ltd.保留所有权利。

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