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Approximation of the crack-tip field in fatigue cracks in bridge steel specimens: DIC analysis of different constraint levels

机译:桥梁钢试样疲劳裂纹尖端场的近似:不同约束水平的DIC分析

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A study on the accuracy of the approximation of the displacement field around of crack tip in a sample made from bridge steel (S355) is main objective of contribution. Linear elastic fracture mechanics (LEFM) theory in framework of multi-parameter formulation, i.e. postulated by Williams is used to determine of coefficients of Williams power series terms. Over deterministic method was used to calculate the terms based on the least squares regression technique, applied on data from numerical simulation and experiment on S355 steel grades. Comparison between the stress fields (by principal stress s _(1) and von Mises stress s _(HMH)) obtain from experimental measurement DIC, Hybrid method and obtain from reconstruction by using various number of Williams power terms are quantified in order to get key information around the crack tip region on bridge steel specimens.
机译:研究的主要目的是研究桥梁钢制成的样品中裂纹尖端周围位移场的近似精度(S355)。由威廉姆斯(Williams)提出的多参数公式化框架中的线性弹性断裂力学(LEFM)理论用于确定威廉姆斯幂级数项的系数。基于最小二乘回归技术,使用过确定性方法来计算项,并将其应用于S355钢的数值模拟和实验数据。从实验测量DIC获得的应力场(由主应力s _(1)和von Mises应力s _(HMH)比较),混合方法和通过使用各种数量的Williams幂项从重建获得的应力场进行量化,以便桥梁钢试样裂纹尖端区域周围的关键信息。

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