Empirical modeling of stress concentration factors using artificial neural networks for fatigue design of tubular T-joint under in-plane and out-of-Plane bending moments

IF 3.5 Q1 ENGINEERING, MULTIDISCIPLINARY
Adnan Rasul, S. Karuppanan, V. Perumal, M. Ovinis, Mohsin Iqbal, Khurshid Alam
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Abstract

PurposeStress concentration factors (SCFs) are commonly used to assess the fatigue life of tubular T-joints in offshore structures. SCFs are usually estimated from parametric equations derived from experimental data and finite element analysis (FEA). However, these equations provide the SCF at the crown and saddle points of tubular T-joints only, while peak SCF might occur anywhere along the brace. Using the SCF at the crown and saddle can lead to inaccurate hotspot stress and fatigue life estimates. There are no equations available for calculating the SCF along the T-joint's brace axis under in-plane and out-of-plane bending moments.Design/methodology/approachIn this work, parametric equations for estimating SCFs are developed based on the training weights and biases of an artificial neural network (ANN), as ANNs are capable of representing complex correlations. 1,250 finite element simulations for tubular T-joints with varying dimensions subjected to in-plane bending moments and out-of-plane bending moments were conducted to obtain the corresponding SCFs for training the ANN.FindingsThe ANN was subsequently used to obtain equations to calculate the SCFs based on dimensionless parameters (α, β, γ and τ). The equations can predict the SCF around the T-joint's brace axis with an error of less than 8% and a root mean square error (RMSE) of less than 0.05.Originality/valueAccurate SCF estimation for determining the fatigue life of offshore structures reduces the risks associated with fatigue failure while ensuring their durability and dependability. The current study provides a systematic approach for calculating the stress distribution at the weld toe and SCF in T-joints using FEA and ANN, as ANNs are better at approximating complex phenomena than typical data fitting techniques. Having a database of parametric equations enables fast estimation of SCFs, as opposed to costly testing and time-consuming FEA.
利用人工神经网络建立应力集中因子的经验模型,用于平面内和平面外弯矩下管状 T 形接头的疲劳设计
目的应力集中系数(SCF)通常用于评估海上结构中管状 T 形接头的疲劳寿命。SCF 通常根据实验数据和有限元分析 (FEA) 得出的参数方程估算。然而,这些方程只提供了管状 T 形接头的冠点和鞍点处的 SCF,而 SCF 峰值可能出现在支撑的任何位置。使用冠部和鞍部的 SCF 会导致对热点应力和疲劳寿命的估计不准确。设计/方法/途径在这项工作中,基于人工神经网络(ANN)的训练权重和偏差,开发了用于估算 SCF 的参数方程,因为人工神经网络能够表示复杂的相关性。对承受平面内弯矩和平面外弯矩的不同尺寸的管状 T 形接头进行了 1,250 次有限元模拟,以获得相应的 SCFs,用于训练人工神经网络。研究结果随后使用人工神经网络获得了基于无量纲参数(α、β、γ 和 τ)的 SCFs 计算公式。这些方程可以预测 T 形接头支撑轴周围的 SCF,误差小于 8%,均方根误差(RMSE)小于 0.05。原创性/价值准确估算 SCF 以确定海上结构的疲劳寿命,可降低疲劳失效的相关风险,同时确保其耐用性和可靠性。与典型的数据拟合技术相比,ANN 能更好地逼近复杂现象,因此本研究提供了一种利用有限元分析和 ANN 计算 T 形接头焊趾处应力分布和 SCF 的系统方法。与昂贵的测试和耗时的有限元分析相比,拥有参数方程数据库可快速估算 SCF。
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来源期刊
International Journal of Structural Integrity
International Journal of Structural Integrity ENGINEERING, MULTIDISCIPLINARY-
CiteScore
5.40
自引率
14.80%
发文量
42
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