Variation in the cross-sectional geometry of hot-rolled I-sections: Measurements, statistics, probabilistic modelling

IF 4 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Journal of Constructional Steel Research Pub Date : 2024-12-01 DOI:10.1016/j.jcsr.2024.109185
Robin Steinmetz, Andreas Taras
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Abstract

This paper presents the evaluation of an extensive measurement campaign on the cross-sectional dimensions of hot-rolled I-sections. As a preliminary step, the reliability of the measuring process was quantified as well as checked to what extent the cross-sectional dimensions remain constant along a beam. In the main part of the investigation, a total of 561 statistically independent I-sections with a wide range of different sizes were surveyed and statistically analysed. Overall, the observed variation of the dimensions revealed a good agreement with the characterisation in the new Annex E of EN 1993-1-1. However, a more detailed evaluation showed that there is a certain dependence of these statistical parameters on the nominal size of the dimensions. Furthermore, several other aspects were checked, such as the correlation between the individual dimensions, the compliance with manufacturing tolerances according to EN 10034 and the uniformity of the web and flange thickness at various positions within the cross-section. Subsequently, the measured profiles were also analysed based on the resulting cross-sectional properties. In addition to a statistical evaluation in respect to the corresponding nominal values, the influence of the common shape idealisation to a perfectly double-symmetrical cross-section with constant flange thicknesses was addressed. Finally, a comparison of several options for the probabilistic modelling of the geometric variability was carried out, based on the lower 5%-quantiles of the resulting cross-sectional properties.
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热轧工字钢截面几何形状的变化:测量、统计、概率模型
本文提出了对热轧工字截面尺寸的广泛测量活动的评价。作为初步步骤,测量过程的可靠性进行了量化,并检查了沿梁截面尺寸保持不变的程度。在调查的主体部分,共调查了561条统计上独立的不同尺寸的i型断面,并进行了统计分析。总的来说,观察到的尺寸变化与en1993 -1-1的新附件E的特征很好地一致。然而,更详细的评估表明,这些统计参数对尺寸的标称尺寸有一定的依赖性。此外,还检查了其他几个方面,例如单个尺寸之间的相关性,符合EN 10034的制造公差以及横截面内不同位置的腹板和法兰厚度的均匀性。随后,根据所得的截面特性对测量剖面进行了分析。除了对相应的标称值进行统计评估外,还讨论了共同形状理想化对具有恒定法兰厚度的完美双对称横截面的影响。最后,基于所得截面特性的较低5%分位数,对几何变异性概率建模的几种选择进行了比较。
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来源期刊
Journal of Constructional Steel Research
Journal of Constructional Steel Research 工程技术-工程:土木
CiteScore
7.90
自引率
19.50%
发文量
550
审稿时长
46 days
期刊介绍: The Journal of Constructional Steel Research provides an international forum for the presentation and discussion of the latest developments in structural steel research and their applications. It is aimed not only at researchers but also at those likely to be most affected by research results, i.e. designers and fabricators. Original papers of a high standard dealing with all aspects of steel research including theoretical and experimental research on elements, assemblages, connection and material properties are considered for publication.
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