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Experimental research and analysis on residual stress distribution of circular steel tubes with different processing techniques

机译:不同加工工艺的圆钢管残余应力分布的试验研究与分析

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摘要

To investigate and model the residual stress in 345 and 420 MPa normal strength steel (NSS) as well as 690 MPa high-strength steel (HSS) circular tube sections, an experimental study with a total of 45 specimens was conducted using the hole-drilling and sectioning methods. The parameters altered during the experiment included the processing techniques, diameter-to-thickness ratios, steel strengths and welding locations. More than 3064 original test data samples were used to quantify the distribution characteristics of the residual stresses. The results suggest that the magnitudes and distributions of the residual stresses in the welded circular tubes were significantly affected by the processing techniques, steel strengths and welding locations, while no obvious correlation was identified with the diameter-to-thickness ratios. The maximum compressive residual stress ratio gradually decreased with an increase in the steel strength. However, the variation in the tensile residual stress near the weld seam in the middle section was not affected by the variation in the parameters, and its maximum value was in the range of 0.1 pi on both sides of the weld seam. Unlike those of the welded approach, the residual stresses along the circumferential direction of the inner or outer surfaces of the hot-rolled seamless circular steel tube sections were almost identical, which is basically consistent with the ECCS's theoretical model. On the basis of the test results, a distribution model and its simplified forms for NSS were established, and Yang's distribution model was further validated. The two distribution models can effectively describe the experimental results.
机译:为了研究和建模345和420 MPa普通强度钢(NSS)以及690 MPa高强度钢(HSS)圆管截面的残余应力,使用钻孔方法对总共45个试样进行了实验研究和切片方法。实验期间更改的参数包括加工技术,直径与厚度的比率,钢强度和焊接位置。超过3064个原始测试数据样本用于量化残余应力的分布特征。结果表明,焊接圆管中残余应力的大小和分布受加工工艺,钢强度和焊接位置的影响很大,而与直径/厚度比没有明显的相关性。随着钢强度的增加,最大压缩残余应力比逐渐减小。但是,中段焊缝附近的拉伸残余应力的变化不受参数变化的影响,其最大值在焊缝的两侧均在0.1pi的范围内。与焊接方法不同,沿热轧无缝钢管的内表面或外表面的圆周方向的残余应力几乎相同,这与ECCS的理论模型基本一致。根据测试结果,建立了NSS的分布模型及其简化形式,并进一步验证了Yang的分布模型。这两种分布模型可以有效地描述实验结果。

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