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Study on compressive stress relaxation behavior of beech based on the finite element method

机译:基于有限元法的山毛榉压应力松弛行为研究

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The compressive stress relaxation behaviors in three directions of beech (Fagus orientalis) were studied by experiments, and predicted by mechanical model and finite element method. Firstly, short-term (3 hours) compressive stress relaxation experiments were carried out in longitudinal (L), radical (R) and tangential (T) directions of beech, and then the experimental data was fitted by mechanical model with two single Maxwell bodies in parallel connection. Secondly, the method of predicting the long-term (12 hours) stress relaxation behaviors of beech based on the finite element method was studied using the experimental data of short-term stress relaxation. Finally, the long-term stress relaxation behaviors in three directions of beech were investigated by experiments, mechanical model and finite element method respectively, and the results of them were compared. The results showed that stress relaxation behaviors of beech were different in three directions, and the short-term stress relaxation in L was much smaller than those in R and T directions under the same load. Besides, the mechanical model with two single Maxwell bodies in parallel connection was capable of predicting the short-term relaxation behaviors of beech in three directions with correlation coefficients beyond 0,99 but it did not work in long-term relaxation. In addition, the errors of FEM were smaller than those of the mechanical model compared with the results of experiments in the long-term stress relaxation, and the errors of the FEM were approximately 8% in L and 20% in R and T directions, which were all accepted in the field of wood engineer. This study will contribute to predict the long-term relaxation behaviors of wood products and wooden structures based on the FEM.
机译:通过实验研究了山毛榉(Fagus Orientalis)的三个方向上的压缩应力松弛行为,并通过机械模型和有限元方法预测。首先,短期(3小时)压缩应力松弛实验在纵向(L),自由基(R)和切向(T)方向的山毛榉方向上进行,然后通过机械模型与两个单一的麦克斯韦尔卫生间安装了实验数据在并行连接中。其次,使用短期应力松弛的实验数据研究了基于有限元方法的基于有限元方法来预测山毛榉长期(12小时)应力松弛行为的方法。最后,通过实验,机械模型和有限元方法研究了山毛榉三个方向的长期应力松弛行为,并进行了它们的结果。结果表明,山毛榉的应力松弛行为在三个方向上不同,L中的短期应力松弛远小于相同载荷下的R和T方向上的短期应力松弛。此外,具有两个平行连接的单个麦克斯韦尔机构的机械模型能够在三个方向上预测山毛榉的短期松弛行为,其相关系数超过0,99,但它不起作用长期放松。另外,与长期应力松弛的实验结果相比,有限元的误差小于机械模型的误差,并且FEM的误差在L和T方向的L和20%中为约8%,这都是在木工程师领域接受的。本研究将有助于预测基于FEM的木制品和木制结构的长期放松行为。

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