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Impact hammer-based analysis of nonlinear effects in bolted lap joint

机译:基于冲击锤的螺栓搭接接头非线性效应分析

摘要

This work presents an experimental investigation into the dynamic behavior of a bolted joint beam configuration. The impact hammer is chosen as an alternative to classical harmonic excitation methods. The structural responses are explored for a range of the joint tightening toques and various levels of impulse hammer excitations. A symmetric beam assembly made of two nominally identical steel beams is studied. Symmetric modes are found to be sensitive to the test parameters. For given torque, impact-based varying joint loading conditions are used to induce the nonlinear joint effects. A linear data processing strategy isused to observe the nonlinear behavior indirectly. The dynamic joint behavior is described in the form of the modal frequency-damping ratio performance maps represented by the two-parametric approximating quadratic response surface models. This model maps the joint conditions on the corresponding dynamic characteristics of interest and it will serve as a basis for the parametric linear joint model development.
机译:这项工作提出了对螺栓连接梁配置的动态行为的实验研究。选择冲击锤作为经典谐波激励方法的替代方法。探索了一系列的关节拧紧扭矩和各种水平的冲击锤激励的结构响应。研究了由两个名义上相同的钢梁制成的对称梁组件。发现对称模式对测试参数敏感。对于给定的扭矩,使用基于冲击的变化的关节加载条件来诱发非线性关节效应。线性数据处理策略用于间接观察非线性行为。动态关节行为以模态频率阻尼比性能图的形式描述,该图由两参数近似二次响应曲面模型表示。该模型将关节条件映射到感兴趣的相应动态特性上,并将作为参数化线性关节模型开发的基础。

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