Shear Strengths of Different Bolt Connectors on the Large Span of Aluminium Alloy Honeycomb Sandwich Structure
Abstract
:1. Introduction
2. Experimental Tests and Finite Element Simulations of Connector Performance
2.1. Experimental Tests
2.2. Finite Element Modeling and Analysis
3. Results and Discussion
3.1. Analysis of Connector Failure Modes
3.2. Load-Displacement Curves for Different Connectors
3.3. Optimization of Connector Geometry and Determination of Ultimate Bearing Capacity
3.3.1. Connector Geometry Optimization: Sensitivity of Connector Performance to Bolt Hole-Edge Distance
3.3.2. Simplified Formula for Computing the Connector Ultimate Bearing Capacity
4. Conclusions
- (1)
- The failure of a high strength bolt connector is driven by severe stress concentration and minor bending deformation of the bolt. Connection plate and pad openings are ovalized and the excessive total displacement causes the failure of the joint. The ordinary bolt connector fails because stress concentration on bolt shear surface causes excessive deformation. Self-tapping bolt connector failure mechanisms are intermediate between those observed for high-strength and self-tapping bolt connectors. The high-strength bolt connector has the highest shear capacity followed by ordinary bolt and self-tapping bolt connectors. Hence, high strength connectors are preferred although ordinary bolts also may be utilized.
- (2)
- Finite element simulations are in agreement with experimental data of load-displacement curves that were reproduced with less than 3.6% difference in terms of load-displacement curves. The present model can hence turn useful in designing new connection systems for aluminum sandwich structures. The geometry of the connector was optimized by setting the bolt hole-edge distance equal to 1.5 times the bolt diameter.
- (3)
- Numerical results validated by experimental data were fitted to obtain a very simple formula that predicts the connector’s ultimate shear load bearing capacity. The new approach is less conservative than Chinese standards as it accounts for the contribution of the sandwich wall thickness to shear load capacity. This may be the starting point for future revisions of design specifications that should be used for a new honeycomb sandwich structural system.
Acknowledgments
Author Contributions
Conflicts of Interest
References
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Zhao, C.; Zheng, W.; Ma, J.; Zhao, Y. Shear Strengths of Different Bolt Connectors on the Large Span of Aluminium Alloy Honeycomb Sandwich Structure. Appl. Sci. 2017, 7, 450. https://doi.org/10.3390/app7050450
Zhao C, Zheng W, Ma J, Zhao Y. Shear Strengths of Different Bolt Connectors on the Large Span of Aluminium Alloy Honeycomb Sandwich Structure. Applied Sciences. 2017; 7(5):450. https://doi.org/10.3390/app7050450
Chicago/Turabian StyleZhao, Caiqi, Weidong Zheng, Jun Ma, and Yangjian Zhao. 2017. "Shear Strengths of Different Bolt Connectors on the Large Span of Aluminium Alloy Honeycomb Sandwich Structure" Applied Sciences 7, no. 5: 450. https://doi.org/10.3390/app7050450
APA StyleZhao, C., Zheng, W., Ma, J., & Zhao, Y. (2017). Shear Strengths of Different Bolt Connectors on the Large Span of Aluminium Alloy Honeycomb Sandwich Structure. Applied Sciences, 7(5), 450. https://doi.org/10.3390/app7050450