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Open AccessArticle

The Lateral Compressive Buckling Performance of Aluminum Honeycomb Panels for Long-Span Hollow Core Roofs

Key Laboratory of Concrete and Prestressed Concrete Structure, Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210096, China
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Academic Editor: Martin O. Steinhauser
Materials 2016, 9(6), 444; https://doi.org/10.3390/ma9060444
Received: 9 May 2016 / Revised: 9 May 2016 / Accepted: 27 May 2016 / Published: 3 June 2016
(This article belongs to the Special Issue Computational Multiscale Modeling and Simulation in Materials Science)
To solve the problem of critical buckling in the structural analysis and design of the new long-span hollow core roof architecture proposed in this paper (referred to as a “honeycomb panel structural system” (HSSS)), lateral compression tests and finite element analyses were employed in this study to examine the lateral compressive buckling performance of this new type of honeycomb panel with different length-to-thickness ratios. The results led to two main conclusions: (1) Under the experimental conditions that were used, honeycomb panels with the same planar dimensions but different thicknesses had the same compressive stiffness immediately before buckling, while the lateral compressive buckling load-bearing capacity initially increased rapidly with an increasing honeycomb core thickness and then approached the same limiting value; (2) The compressive stiffnesses of test pieces with the same thickness but different lengths were different, while the maximum lateral compressive buckling loads were very similar. Overall instability failure is prone to occur in long and flexible honeycomb panels. In addition, the errors between the lateral compressive buckling loads from the experiment and the finite element simulations are within 6%, which demonstrates the effectiveness of the nonlinear finite element analysis and provides a theoretical basis for future analysis and design for this new type of spatial structure. View Full-Text
Keywords: long-span hollow core roof; bionic structure; honeycomb panel structural system; lateral compressive test; nonlinear buckling analysis; critical lateral compressive load long-span hollow core roof; bionic structure; honeycomb panel structural system; lateral compressive test; nonlinear buckling analysis; critical lateral compressive load
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MDPI and ACS Style

Zhao, C.; Zheng, W.; Ma, J.; Zhao, Y. The Lateral Compressive Buckling Performance of Aluminum Honeycomb Panels for Long-Span Hollow Core Roofs. Materials 2016, 9, 444.

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