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Exploration of Fracture Dynamics Properties and Predicting Fracture Toughness of Individual Wood Beams Using Neural Networks

机译:用神经网络探索断裂动力学特性并预测单个木梁的断裂韧性

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In this study, the time to crack initiation (Tinit), duration of crack propagation (Tfrac), crack initiation stress, peak stress as well as crack speed and fracture toughness were investigated for three Rates of Loading (ROL) and four sizes of notched wood beams using high-speed video imaging and neural networks. Tinit was consistent for all volumes and the average Tinit was nonlinearly related to volume and ROL. For the smallest ROL, there was a distinct volume effect on Tinit and the effect was negligble at the largest ROL. However, the stress at crack initiation was not consistent. Contrasting these, Tfrac for all volumes appeared to be highly variable but the peak stress carried prior to catastrophic failure was consistent. The crack propagation was a wave phenomenon with positive and negative (crack closure) speeds that varied with the ROL. As accurate estimation of crack initiation load (or stress) and its relationship to peak load (or stress) is important for determining fracture toughness, Artificial Neural Networks (ANN) models were developed for predicting them from volume, Young’s modulus, face and grain angles, density, moisture content and ROL. Models for crack initiation load and peak load showed much higher predictive power than those for the stresses with correlation coefficients of 0.85 and 0.97, respectively, between the actual and predicted loads. Neural networks were also developed for predicting fracture toughness of individual wood specimens and the best model produced a statistically significant correlation of 0.813 between the predicted and actual fracture toughness on a validation dataset. The inputs captured 62% of variability of fracture toughness. Volume and Young’s modulus were the top two contributing variables with others providing lesser contributions.
机译:在这项研究中,裂纹萌生时间(T init ),裂纹扩展持续时间(T frac ),裂纹萌生应力,峰值应力以及裂纹速度和断裂使用高速视频成像和神经网络研究了三种加载速率(ROL)和四种尺寸的带缺口木梁的韧性。 T init 在所有体积上都是一致的,平均T init 与体积和ROL呈非线性关系。对于最小的ROL,在T init 上有明显的体积效应,而在最大的ROL上,该效应可忽略不计。但是,裂纹萌生时的应力并不一致。与此相反,所有体积的T frac 似乎变化很大,但是灾难性破坏之前承受的峰值应力是一致的。裂纹扩展是一种波现象,其正和负(裂纹闭合)速度随ROL的变化而变化。由于精确估计裂纹萌生载荷(或应力)及其与峰值载荷(或应力)的关系对于确定断裂韧性很重要,因此开发了人工神经网络(ANN)模型,用于从体积,杨氏模量,面角和晶粒角进行预测,密度,水分含量和ROL。裂纹萌生载荷和峰值载荷的模型显示出比应力更高的预测能力,在实际载荷和预测载荷之间的相关系数分别为0.85和0.97。还开发了用于预测单个木材样本断裂韧性的神经网络,最佳模型在验证数据集上预测的和实际的断裂韧性之间产生了0.813的统计学显着相关性。输入获得了断裂韧性变化的62%。体积和杨氏模量是最重要的两个变量,其他变量的贡献较小。

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