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Impact of Fabrication Tolerances on Cold-Formed Steel Section Properties, Stability, and Strength

机译:加工公差对冷弯型钢性能,稳定性和强度的影响

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The objective of this paper is to examine the impact of typical fabrication tolerances employed in the United States on the developed properties, stability, and strength, of cold-formed steel structural members. For a typical lipped channel cold-formed steel member the manufacturing process results in variations in the dimensions of the web, flanges, and lips. These dimensional variations lead to variations in the cross-sectional properties, the cross-sectional stability modes, and the resulting strength the section can develop. In the past, variations on the out-of-plane imperfection of member flats and out-of-straightness of member folds, and material strength properties have been studied; however, less attention has been paid to the impact of dimensional tolerances. Decisions to change current dimensional tolerances have significant financial impact for the manufacturers, but little in terms of the potential benefit for the performance is fully known. Using current United States dimensional tolerances and employing Monte Carlo simulation expected fabrication variation in a subset of common cold-formed steel lipped channel members are generated. The impact of dimensional tolerances on stability is studied, using the finite strip method (CUFSM) through generation of the axial and major-axis bending buckling load factors for focal, distortional, and global buckling. The Direct Strength Method is used to track the impact of cross-section properties and stability onto the final predicted strength. This strength prediction provides means to investigate the fabrication factor currently used in Load and Resistance Factor Design in the United States. Sensitivity of the solution to correlation in the dimensional tolerances is also studied. Further, the impact of changes in current dimensional tolerances, are also studied. In the future, direct data on measured dimensional variations from as-formed sections can be employed to further understand expected variations in properties, stability, and strength. Understanding the importance of the dimensional tolerances and their impact on the structural performance provides crucial knowledge for future decisions on setting appropriate tolerances for cold-formed steel fabrication.
机译:本文的目的是检验美国采用冷成型钢结构构件的典型制造公差对美国冷成型,稳定性和强度的影响。对于典型的唇通道冷成型钢构件,制造过程导致幅材,凸缘和嘴唇的尺寸的变化。这些尺寸变化导致横截面特性的变化,横截面稳定性模式和所得强度可以显影。过去,已经研究了成员单位和构件折叠外部外平面的平面外缺陷的变化和材料强度性能;但是,尺寸公差的影响较少关注。改变电流尺寸公差的决策对制造商具有重大的财务影响,但在潜在的好处方面很少地众所周知。利用当前的美国尺寸公差和采用Monte Carlo模拟预期的普通冷成型钢偏置通道构件的子集中的预期制造变化。通过产生轴向和主轴弯曲屈曲因子,研究了尺寸公差对稳定性的影响。直接强度方法用于跟踪横截面性能和稳定性在最终预测强度上的影响。这种强度预测提供了研究当前在美国负载和电阻因子设计中使用的制造因子的装置。还研究了尺寸公差相关的解决方案的敏感性。此外,还研究了电流尺寸公差变化的影响。在未来,可以采用来自作为形成部分的测量尺寸变化的直接数据来进一步了解性质,稳定性和强度的预期变化。了解尺寸公差的重要性及其对结构性能的影响为未来决策提供了对冷成型钢制造的适当公差的重要知识。

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