Data-driven mechanical behavior modeling of granular biomass materials

IF 5.3 1区 工程技术 Q1 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Geotechnics Pub Date : 2024-11-20 DOI:10.1016/j.compgeo.2024.106907
Xuyang Li , Wencheng Jin , Jordan Klinger , Nepu Saha , Nizar Lajnef
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Abstract

Significant equipment downtime, mainly caused by the variable attributes and complex mechanical behavior of granular biomass materials, has challenged the great potential of biofuel generation. Expensive and time-consuming lab experiments are not affordable in fully characterizing material behavior for samples with all possible attributes. In this paper, we present data-driven modeling of the cyclic axial compression and ring-shear stress–strain behavior for granular biomass materials with different moisture contents and mean particle sizes. Laboratory characterization data of milled pine samples, with a mean particle size of 2, 4, and 6 mm and a moisture content of 0%, 20%, and 40%, were employed to train two machine learning (ML) models independently. The sequential model takes a sequence of loading history into Gated Recurrent Units (GRU) and predicts the next step of strain/stress with a feed-forward neural network. In contrast, the incremental model takes only the current state to predict the stiffness/compliance coefficient and compute the stress/strain increment. Both models account for material variations in particle sizes and moisture content. After training, both models demonstrate their high efficiency and accuracy in predicting the mechanical behavior of samples with a diverse set of unseen material properties, augmenting the existing laboratory data set. They also effectively capture the underlying physics, which involves increased compressibility as moisture content rises and a linear relationship between applied compression and shear strength. This effort established the foundation for comprehensive data-driven constitutive modeling tailored for unconventional granular materials.
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数据驱动的颗粒生物质材料力学行为建模
主要由于颗粒状生物质材料的属性多变和机械行为复杂,设备停机时间长,这对生物燃料生产的巨大潜力提出了挑战。昂贵且耗时的实验室实验无法完全表征具有所有可能属性的样品的材料行为。在本文中,我们介绍了不同含水量和平均粒径的颗粒状生物质材料的循环轴向压缩和环剪应力-应变行为的数据驱动模型。我们利用平均粒径为 2、4 和 6 毫米以及含水量为 0%、20% 和 40% 的松木磨碎样品的实验室表征数据来独立训练两个机器学习(ML)模型。顺序模型将加载历史记录序列输入门控递归单元(GRU),并通过前馈神经网络预测下一步的应变/应力。相比之下,增量模型仅利用当前状态预测刚度/顺应系数并计算应力/应变增量。两种模型都考虑了材料在颗粒尺寸和含水量方面的变化。经过训练后,这两种模型都能高效、准确地预测样品的机械行为,这些样品具有各种未知的材料特性,从而增强了现有的实验室数据集。它们还有效地捕捉到了潜在的物理特性,即随着含水量的增加,可压缩性也会增加,以及外加压缩和剪切强度之间的线性关系。这项工作为针对非常规颗粒材料量身定制的全面数据驱动构成模型奠定了基础。
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来源期刊
Computers and Geotechnics
Computers and Geotechnics 地学-地球科学综合
CiteScore
9.10
自引率
15.10%
发文量
438
审稿时长
45 days
期刊介绍: The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.
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