Lateral crushing and bending responses of CFRP square tube filled with aluminum honeycomb
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Affiliation
Sun Yat-Sen University; Hunan University; University of Chester; University of New OrleansPublication Date
2017-03-18
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This paper aims to investigate the lateral planar crushing and bending responses of carbon fiber reinforced plastic (CFRP) square tube filled with aluminum honeycomb. The various failure modes and mechanical characteristics of filled tube were experimentally captured and numerically predicted by commercial finite element (FE) package LS-DYNA, comparing to the hollow tubes. The filled aluminum honeycomb effectively improved the stability of progressive collapse during crushing, leading to both hinges symmetrically occurred along the vertical side. The experimental results showed that energy absorbed (EA) and specific energy absorption (SEA) of the filled CFRP tubes could be significantly increased to 6.56 and 4 times, respectively, of those measured for the hollow tubes without fillings under lateral crushing. Although an improvement of 32% of EA and 0.9% of SEA were obtained for the lateral bending, still the design using aluminum honeycomb as filling was remarkably capable to improve the mechanical characteristics of CFRP tube structure. A good agreement was obtained between experimentally measured and numerically predicted load-displacement histories. The FE prediction was also helpful in understanding the initiation and propagation of cracks within the filled CFRP structure.Citation
Liu, Q., Xu, X., Ma, J., Wang, J., Shi, Y., & Hui, D. (2017). Lateral crushing and bending responses of CFRP square tube filled with aluminum honeycomb. Composites Part B: Engineering, 118, 104-115.Publisher
ElsevierJournal
Composites Part B: EngineeringAdditional Links
https://www.sciencedirect.com/science/article/pii/S1359836816329560Type
ArticleLanguage
enISSN
1359-8368EISSN
1879-1069ae974a485f413a2113503eed53cd6c53
10.1016/j.compositesb.2017.03.021
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Except where otherwise noted, this item's license is described as https://creativecommons.org/licenses/by-nc-nd/4.0/