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Finite element analysis on the construction of ultra-large steel suspension box cofferdam and study on structural optimization

机译:超大型钢吊箱围堰施工有限元分析及结构优化研究

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The quality of constructing Steel Suspension Box Cofferdam (SSBC) has important effect on the subsequent construction, it is necessary to analyze in detail mechanical property of SSBC in order to ensure safety and quality. Firstly, the mechanical properties of the whole construction process were analyzed by finite element (FE) method, and then the calculation results had been compared with monitoring data. Furthermore, based on the optimization theory, the shape of SSBC has been optimized. The results had shown: FE results which could indicate the force status of SSBC to some extent were consistent with monitoring data and had certain guiding significance for the similar engineering in future. After the optimization of SSBC, it was obvious that the maximum value of stresses and displacements had been decreased greatly when the parabola panels were adopted at the corners of wall panels with equal quantity of material.
机译:钢悬索箱围堰的施工质量对后续施工有重要影响,有必要对SSBC的力学性能进行详细分析,以确保安全性和质量。首先,通过有限元方法对整个施工过程的力学性能进行了分析,然后将计算结果与监测数据进行了比较。此外,基于优化理论,对SSBC的形状进行了优化。结果表明:有限元结果可以在一定程度上说明SSBC的受力状况,与监测数据相符,对今后的类似工程具有一定的指导意义。经过SSBC的优化,很明显,当抛物线板用于等量材料的墙角时,应力和位移的最大值已大大降低。

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