Non-Linear Analysis and Modeling of the Structure with Bolted Joints

Author:

Liao Xin1,Zhang Jian Run1,Lu Dong1

Affiliation:

1. Southeast University

Abstract

In this study, a non-linear finite element model for a simplified single-bolted joint structure model is built. Static analysis on the structure under different shear force and pretension effect is done, and the non-linear contact behavior is analyzed. Through comparing datum, it is found that interface area of each bolted joint region can be described an annular region around bolt hole, whose outer radius has increased by 85% compared with radius of bolt hole. Also, the frequency responses of the multi-bolted joint structure under sinusoidal excitation are investigated. Simulation results show that the resonance regions basically remain unchanged in different pretension effect and the largest amplitude will increase with the increasing preloads. Finally, the vibration experiments are conducted. Interface nonlinear affect dynamic stiffness considerably. The test results illustrate that dynamic behaviors of bolted joint agree with the simulation results and the proposed non-linear contact model was reasonable.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference13 articles.

1. Fang Bing. Dissertation: Theoretical modeling and experimental study of precision CNC machine tools and its typical interface. JIlin: Jilin University (2012).

2. Tate MB, Rosenfeld SJ. Preliminary investigation of the loads carried by individual bolts in bolted joints. NACA TN 1051; May (1946).

3. Nelson WD, Bunin BL, Hart-Smith LJ. Critical joints in large composite aircraft structure. NASA CR-3710; August (1983).

4. McCarthy MA, McCarthy CT, Padhi GS. A simple method for determining the effects of bolt-hole clearance on load distribution in single-column multi-bolt composite joints. Compos Struct. 73(1) (2006) 78-87.

5. Wang Bo. The analysis of high-strength bolt contact stress. Sichuan architecture. 29(2) (2009) 182-184.

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