静弯矩作用下单搭接竹板粘接节点的应力与强度评价

I. Higuchi
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引用次数: 0

摘要

本文对竹板单搭接接头在静弯矩作用下的应力分布和强度进行了测试。采用弹性正交各向异性有限元法(FEM)计算了应力和应变。此外,利用应变片测量了静弯矩作用下单搭接接头的表面应变分布。数值计算结果与实验结果有一定的相关性。结果表明,最大主应力σ1的最大值出现在粘结层与粘结体的界面处。垂直于纤维方向的法向应力在奇异点附近最大。进行了抗弯强度试验。当节点宽度和搭接长度相等时,其抗弯强度最大。利用计算结果中的两个奇异参数对节点强度进行了预测。预测结果与实验结果相当吻合。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Stress and Strength Evaluations of Single-lap Adhesive Joints of Bamboo Plate Adherends under Static Bending Moments
This paper deals with testing the stress distributions and strength in single-lap adhesive joints of bamboo plate adherends after being subjected to static bending moments. Stress and strain were calculated using an elastic and orthotropic finite-element method (FEM). In addition, the surface strain distributions of single-lap adhesive joints under static bending moments were measured using strain gauges. Reasonable correlation was found between the numerical and the experimental results. It was found that the maximum value of the maximum principal stress, σ1, appears at the interface between the adhesive layer and the adherend. The normal stress in the direction perpendicular to the fiber was greatest near the singular points. Bending strength tests were performed. In the case where the width of the joints and the lapped length were equal, it was found that the bending strength was maximal. Furthermore, the joint strength was predicted using two singularity parameters from the calculation results. Fairly good agreement was found between the predictions and the experimental results.
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