Dynamic axial crush response of circular cell honeycombs

20Citations
Citations of this article
26Readers
Mendeley users who have this article in their library.

Abstract

The dynamic axial crush response of circular cell polycarbonate honeycombs was studied for 3-cell and 7-cell specimens experimentally and through finite-element (FE) simulation. The experiments were conducted using two loading methods: (i) the waveloading device (WLD) method and (ii) the direct impact method (DIM). The specimens were subjected to crush velocities of about 12 000 mm s-1 in the WLD method and 5000 mm s-1 in the DIM. The two methods were used to obtain a fairly wide range of input velocities. The collapse sequence and displacement information of the specimens were captured using a high-speed camera. The mode of collapse was through progressive concertina-diamond fold formation over a fairly constant state of load, which is referred to as the crush load. The crushing was simulated using an explicit FE analysis using ABAQUS, with geometrically imperfect 3-cell and 7-cell honeycomb models that incorporated the rate-dependent properties of polycarbonate. The FE results were found to agree well with the experimental results in terms of overall force-displacement plots, thus providing a basis to extract energy absorption estimates from the models and to draw comparisons between the 3-cell and 7-cell response behaviour. Moreover, the dynamic crush results were compared against a quasi-static axial crush response to demonstrate the presence of rate effects. © 2012 The Royal Society.

Cite

CITATION STYLE

APA

D’Mello, R. J., Guntupalli, S., Hansen, L. R., & Waas, A. M. (2012). Dynamic axial crush response of circular cell honeycombs. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 468(2146), 2981–3005. https://doi.org/10.1098/rspa.2011.0722

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free