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首页> 外文期刊>木材学会誌 >Stress Analysis and Strength of Single Strapped Adhesive Joints Made from Bamboo and Hinoki Subjected to Bending Moments
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Stress Analysis and Strength of Single Strapped Adhesive Joints Made from Bamboo and Hinoki Subjected to Bending Moments

机译:弯矩作用下竹与扁木单捆胶接头的应力分析与强度

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摘要

This paper deals with the determination of stress and strength of single strapped adhesive joints made of - bamboo and hinoki wood, when subjected to static bending moments. The resulting material properties of the hinoki and bamboo composite were determined by tension tests parallel, perpendicular, and at an angle of 45 degrees to the fiber direction. Stress and strain were calculated using an elastic and orthotropic finite-element method (FEM). In this test, the two hinoki plates were unbounded. The greatest stress was incurred on the hinoki side of the adhesive layer near the ends of the bamboo plate. The result was calculated following the adhesion of two pieces of hinoki wood to a bamboo plate. The effects of variations in thickness and length of the bamboo element relative to the strength of joints were examined. It was found that the strength of the joints increases as the length of the bamboo increases, but the effect of thickness was not very important. In addition, surface strain distributions under static bending moments were measured using strain gauges. Reasonable correlation was found between the numerical and experimental results. Bending strength tests were performed. It was observed that the bending strength of the laminated composite plate increased with an increase in the proportion of bamboo element thickness. The separation process became clear by experiments and through observation of the ruptured surface. It was found that the separation started from the point of greatest stress, which was calculated by FEM. Verification of the calculated result was shown.
机译:本文讨论了由竹子和扁木制成的单捆粘合接头在承受静态弯矩时的应力和强度的确定。通过平行,垂直和与纤维方向成45度角的拉伸试验确定扁柏和竹复合材料的最终材料性能。应力和应变使用弹性正交各向异性有限元法(FEM)计算。在该测试中,两个扁柏板是无界的。最大的应力发生在竹板末端附近的粘合剂层的扁柏面上。在将两片扁柏木粘合到竹板上之后计算出结果。考察了竹子厚度和长度的变化相对于接缝强度的影响。已经发现,接头的强度随着竹子长度的增加而增加,但是厚度的影响不是很重要。此外,使用应变仪测量了静态弯矩下的表面应变分布。在数值和实验结果之间找到了合理的相关性。进行弯曲强度测试。观察到层压复合板的弯曲强度随着竹元件厚度比例的增加而增加。通过实验和通过观察破裂的表面,分离过程变得清晰。发现分离是从最大应力开始的,这是通过有限元法计算的。显示了对计算结果的验证。

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