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Experimental study and probabilistic bond strengths of adhesively-bonded steel butt joints under mixed-mode loadings

机译:混合模式载荷作用下钢对接接头的实验研究和概率结合强度

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To study the bond behavior of adhesive-steel bonded interfaces under mixed-mode loading, a tension-torsion testing arrangement was adopted to subject adhesively bonded steel butt joints to various combinations of shear and tensile stresses. It was observed that failure mode transitions from shear cohesive with subsequent adhesive-steel interface debonding to pure tensile cohesive failure as the ratio of tensile to shear stresses increases. The interfacial tensile strength exhibits greater variability than the shear strength. For combined loading scenarios the variability of the strength increases as the normal stress to shear stress ratio increases. Statistical tests demonstrate that the shear and tensile bond strengths can each be represented using a two-parameter Weibull distribution. A superelliptical interaction relationship is presented to predict the capacity of joints that are subjected to combined shear and tensile stresses. Finally, the difference between normal and Weibull distributions in determining the characteristic and guaranteed strengths are highlighted. These comparisons indicate that normal distributions can yield non-conservative bond strengths. The research findings can provide guidance in the design of bonded joints in metallic components.
机译:为了研究混合模式载荷下胶粘-钢粘结界面的粘结行为,采用了拉伸-扭转试验装置,对粘结的钢对接接头进行了剪切应力和拉伸应力的各种组合。可以观察到,随着拉伸应力与剪切应力之比的增加,破坏模式从剪切粘结和随后的粘合剂-钢界面脱粘转变为纯拉伸粘结破坏。界面抗张强度表现出比剪切强度更大的可变性。对于组合载荷方案,强度的变异性随法向应力与剪切应力之比的增加而增加。统计测试表明,可以使用两参数威布尔分布来表示抗剪强度和拉伸强度。提出了超椭圆相互作用关系,以预测承受组合剪应力和拉应力的接头的能力。最后,突出了确定特性和保证强度时正态分布和威布尔分布之间的差异。这些比较表明,正态分布可以产生非保守的键强度。研究结果可为金属部件的粘结连接设计提供指导。

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