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Effect of the loading duration on the linear viscoelastic parameters of tropical wood: case of Tectona grandis L.f (Teak) and Diospyros mespiliformis (Ebony) of Benin Republic

机译:加载时间对热带木材线性粘弹性参数的影响:贝宁共和国的Tectona grandis L.f(柚木)和Diospyros mespiliformis(乌木)

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摘要

Judicious and regulated use of wood as a building material is better than that of many other conventional materials in terms of environmental issues of this century. The study of the behavior of wood requires a better understanding of the characteristics in different possible cases of loading including loads applied instantly, loads applied for a short time and loads applied for a long time.The purpose of this study is to evaluate the influence of the loading duration on the linear viscoelastic parameters of tropical wood in creep test. Creep tests conducted on two species of tropical wood, Tectona grandis L.f and Diospyros mespiliformis, were carried out for a total loading duration of 15 hours by subjecting samples to bending test through with equal strain in all sections. After measuring the instantaneous deflection, the other measurements were carried out at regular time each 30 minutes.Each recorded deflection was converted into longitudinal deformation and the data were analyzed by considering fourteen loading durations.Using the least squares method, the dynamic modulus of elasticity and the modulus of dynamic viscosity were determined for each loading time. The results showed that the loading time has no influence on the modulus of dynamic viscosity. On the other hand, the dynamic modulus of elasticity decreases and tends towards zero. Good agreement between creep test data and dynamic modulus of elasticity was found using mathematical function in power. Suitably, the “power” function established between the elastic dynamic modulus and the loading duration can be used to extrapolate deformations values.
机译:就本世纪的环境问题而言,明智和规范地使用木材作为建筑材料要好于许多其他常规材料。对木材性能的研究需要更好地了解在可能的载荷情况下的特性,包括即刻施加的载荷,短时施加的载荷和长时施加的载荷。蠕变试验中加载时间对热带木材线性粘弹性参数的影响通过对样品进行所有部分均等应变的弯曲测试,对15种总载荷持续时间进行了两种热带木材蠕变试验,这两种热带木材分别是Tectona grandis L.f和Diospyros mespiliformis。在测量了瞬时挠度之后,每30分钟在固定时间进行一次其他测量,将每个记录的挠度转换为纵向变形,并考虑14个加载持续时间来分析数据。使用最小二乘法,动态弹性模量和确定每个加载时间的动态粘度模量。结果表明,加载时间对动态粘度模量没有影响。另一方面,动态弹性模量降低并趋于零。使用功率的数学函数发现蠕变测试数据与动态弹性模量之间的一致性好。适当地,在弹性动态模量和加载持续时间之间建立的“幂”函数可用于推断变形值。

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