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Finite element analysis and experimental research on mechanical performance of bolt connections of corrugated steel plates

机译:波纹钢板螺栓连接力学性能的有限元分析与实验研究

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摘要

Fabricated corrugated steel silos are widely used for grain storage, and the corrugated steel plates with bolt lap connections are often used as the silo wall. This paper aims to research the mechanical performance of bolt connections of corrugated steel plates. Experiments were conducted for eight groups of specimens subjected to various parameters. The finite element models took into account the material nonlinearities, geometry nonlinearities and contact nonlinearities. The major factors (plate thickness and wave height) were selected, and parametric studies were performed. It is found that the ultimate bearing capacities of corrugated steel plate specimens are smaller than those of the flat steel plate specimens, and the ultimate displacements of the former are larger than those of the latter. The attaching degree between the nuts and the steel plates is a primary factor of the difference. The finite element results are in good agreement with the experimental results. The ultimate bearing capacity of single-bolt connections of corrugated steel plates shows an increasing trend with the increase in plate thickness, and the ultimate displacement and ultimate bearing capacity both increase as the wave height decreases. When the wave height of the specimen decreases to 0 mm, the ultimate bearing capacity and ultimate displacement increase significantly.
机译:人造波纹钢筒仓被广泛用于谷物存储,带有螺栓搭接的波纹钢板通常用作筒仓壁。本文旨在研究波纹钢板螺栓连接的力学性能。对八组受各种参数影响的标本进行了实验。有限元模型考虑了材料非线性,几何非线性和接触非线性。选择主要因素(板厚和波高),并进行参数研究。结果发现,波纹钢板试样的极限承载力小于平板钢板试样的极限承载力,前者的极限位移大于后者的极限位移。螺母和钢板之间的连接程度是差异的主要因素。有限元结果与实验结果吻合良好。波纹钢板的单螺栓连接的极限承载力随着板厚的增加而呈现增加的趋势,并且随着波浪高度的减小,极限位移和极限承载力均增加。当样本的波高降低到0 mm时,极限承载力和极限位移会显着增加。

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