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首页> 外文期刊>Composites. B, Engineering >Adhesively bonded lap joints from pultruded GFRP profiles. Part Ⅱ: joint strength prediction
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Adhesively bonded lap joints from pultruded GFRP profiles. Part Ⅱ: joint strength prediction

机译:拉挤的GFRP型材的粘合搭接接头。第二部分:联合强度预测

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摘要

A method to predict the strength of adhesively bonded single and double lap joints from pultruded GFRP composite adherends subjected to quasi-static axial tensile loading is presented. The method is based on a quadratic through-thickness shear-tensile interaction failure criterion. The failure criterion was deduced from measured combined through-thickness tensile and shear strength values in the outer fiber-mat layer of the adherends (locations of the ultimate failure). The experimental strength values were obtained from a new shear-tensile interaction device (STI-device), which allows the measurement of shear-tensile interaction strength values. The predicted joint strengths corresponded well to the measured joint strengths of adhesively bonded single and double lap joints with different geometrical configurations. The investigation also showed that the material strength depended on the expansion of the stressed surface. The resistance against local stress peaks was much higher than the resistance against large uniformly distributed stress blocks. The application of the ultimate failure load prediction method showed a small influence of the adhesive layer thickness on the joint strength although the influence of the fillet radius was seen to be much higher. A partial material safety factor for the joint strength of 1.34 was determined.
机译:提出了一种通过拉挤GFRP复合材料被粘物承受准静态轴向拉伸载荷来预测单搭接和双搭接接头强度的方法。该方法基于二次贯穿厚度剪切-拉力相互作用破坏准则。失效标准是从被粘物的外纤维毡层中测得的全厚度拉伸和剪切强度组合值得出的(最终失效的位置)。实验强度值是从新的剪切-拉伸相互作用装置(STI-device)获得的,该装置可以测量剪切-拉伸相互作用强度值。预测的接头强度与具有不同几何构型的粘合的单搭接和双搭接接头的测得接头强度非常吻合。调查还表明,材料强度取决于受应力表面的膨胀。抵抗局部应力峰值的能力远高于抵抗大型均匀分布的应力块的抵抗力。极限破坏载荷预测方法的应用表明,尽管对圆角半径的影响要大得多,但粘合剂层厚度对接缝强度的影响很小。确定了连接强度的部分材料安全系数1.34。

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