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Three-Dimensional Combined Elastic-Plastic and Damage Model for Nonlinear Analysis of Wood

机译:木材非线性分析的三维组合弹塑性与损伤模型

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摘要

This paper presents a three-dimensional combined elastic-plastic and damage model for nonlinear analysis of wood members and connections. A strain-driven implicit algorithm was developed based on plastic theory and continuum damage mechanics, and it was incorporated in the model. The model considers both ductile and brittle wood failures, as well as irreversible deformation and softening behavior of wood. A mesh independence strategy and viscous regularization technique were employed to improve the computation efficiency. The model was tested and validated based on test data. It was found that the irreversible deformation and the softening behavior of wood under compression can be traced by the model with acceptable accuracy. The modeling results of mortise-and-tenon wood connections implied that the proposed model can reasonably predict the strength softening, stiffness degradation, and pinching effect of such connections under reversed cyclic loading. Comparison with elastic-plastic models also indicated that the proposed model was superior regarding the prediction of the connection moment resistance (less than 14.8% error).
机译:本文提出了三维组合弹塑性和损伤模型,用于木材构件和连接的非线性分析。基于塑性理论和连续损伤力学,提出了一种应变驱动隐式算法,并将其纳入模型。该模型考虑了延性和脆性木材破坏,以及木材的不可逆变形和软化行为。采用网格无关策略和粘性正则化技术来提高计算效率。基于测试数据对模型进行了测试和验证。发现该模型可以以可接受的精度追踪木材在压缩下的不可逆变形和软化行为。榫-榫木结构连接的建模结果表明,所提出的模型可以合理预测这种结构在反向循环荷载作用下的强度软化,刚度降低和收缩效应。与弹塑性模型的比较还表明,所提出的模型在连接力矩阻力的预测方面具有优越性(小于14.8%的误差)。

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