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THE INFLUENCE OF INITIAL IMPERFECTIONS ON THE ULTIMATE BEARING CAPACITY OF SUPER-LARGE HYPERBOLIC COOLING TOWERS

机译:初始缺陷对超大型双曲线冷却塔极限承载力的影响

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The uncontrollable factors such as construction error,material inhomogeneity,etc. will inevitably lead to a certain initial imperfection. This paper mainly studies the initial defects of cooling tower structure influencing on the ultimate bearing capacity in the elastic-plastic stage. Through elastic buckling analysis and the self-vibration characteristics of analysis,the buckling modes and the vibration modes are introduced into the structure as the initial defects of hyperbolic cooling towers,taking into account the nonlinear material under the premise of the modified arc-length method in order to amend the elastoplastic ultimate bearing capacity of the structure. The numerical results show that: the hyperbolic cooling tower structure belongs to the imperfection sensitivity structure. The initial defects reduce the ultimate bearing capacity,and the largest drop is 46.6%.The superlarge hyperbolic cooling tower with mode shape initial imperfections is more sensitive than with buckling mode initial imperfections.
机译:施工失误,材料不均匀等不可控因素。不可避免地会导致一定的初始缺陷。本文主要研究冷却塔结构的初始缺陷,影响弹塑性阶段的极限承载力。通过弹性屈曲分析和自振特性分析,在修正弧长法的前提下,考虑非线性材料,将屈曲模式和振动模式引入双曲线冷却塔,作为双曲冷却塔的初始缺陷。为了修正结构的弹塑性极限承载力。数值结果表明:双曲冷却塔结构属于缺陷敏感性结构。初始缺陷降低了极限承载力,最大降幅为46.6%。具有模式形状初始缺陷的超大型双曲线冷却塔比具有屈曲模式初始缺陷的敏感性更高。

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