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首页> 外文期刊>Indian Journal of Science and Technology >Numerical Investigation on Corroded and Uncorroded Structural Steel Coupons
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Numerical Investigation on Corroded and Uncorroded Structural Steel Coupons

机译:锈蚀与未腐蚀结构钢券的数值研究

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Objectives: Numerical investigations were done using corroded and uncorroded coupons, thereby for casting its prevention for the deterioration of structures. Methods/Statistical Analysis: Structural steel which is widely used is almost prone to corrosion in aggressive environments. Consistent replacement of the corroded member is uneconomical and therefore its yield strength has to be determined in order to estimate its reduced stresses of the members. This paper presents the numerical modelling of 4 coupons extracted from angle of 50x50x5mm and 7 coupons extracted from 80NB (nominal bore) mild steel sections subjected to different level of corrosion. The stress strain characteristics for both angular and tubular coupons were obtained from the analyses and verified with the experimental values. Findings: The stress strain characteristics for both angular and tubular coupons were obtained from the analyses and verified with experimental data. The analysis proved to produce excellent results with less than10% difference from its experimental results. Applications: This paper concludes with the numerical studies carried out on stress strain characteristic behavior of corroded coupons extracted from angle and tubular sections. The numerical modeling has been done based on the finite element method in which corroded coupons through experiment has been extracted and simulated using discretisation technique. Later compared and validated with experimental results obtained. This paper presented that due to corrosion in structural steel the yield stress had been reduced than in uncorroded coupons and the corrosion causes loss of mechanical strength on the specimen. The tensile test from the experiment and the numerical investigation provided excellent result while in comparison. It was observed that due to corrosion the physical property of steel was reduced and strength degradation occurred. Hence the numerical modelling technique could determine the stress strain characteristics of coupons successfully without any economic constraints.
机译:目的:使用腐蚀的和未腐蚀的试样进行数值研究,从而防止其破坏结构。方法/统计分析:广泛使用的结构钢在腐蚀性环境中几乎易于腐蚀。一致地更换被腐蚀的构件是不经济的,因此必须确定其屈服强度以估计其减小的构件应力。本文介绍了从50x50x5mm角度提取的4个试样和从80NB(标称孔)软钢截面中提取的7个试样在不同腐蚀水平下的数值模型。从分析中获得了角形试样和管状试样的应力应变特性,并用实验值进行了验证。结果:从分析中获得了角形试件和管状试件的应力应变特性,并通过实验数据进行了验证。分析证明产生了极好的结果,与实验结果相差不到10%。应用:本文对从角钢和管状截面提取的腐蚀试样的应力应变特征行为进行了数值研究,得出结论。在有限元方法的基础上进行了数值建模,在有限元方法中,通过离散化技术提取并模拟了经过实验的腐蚀试样。后来与获得的实验结果进行了比较和验证。本文提出,由于结构钢的腐蚀,屈服应力比未腐蚀的试样块有所降低,腐蚀导致试样的机械强度降低。来自实验和数值研究的拉伸试验提供了优异的结果,同时进行了比较。观察到,由于腐蚀,钢的物理性能降低并且强度降低。因此,数值建模技术可以在没有任何经济约束的情况下成功地确定试样的应力应变特性。

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