The dynamic out-of-plane compressive response of stainless-steel square honeycombs has been investigated for impact velocities ranging from quasi-static values to . Square-honeycomb specimens of relative density were manufactured using a slotting technique, and the stresses on the front and back faces of the dynamically compressed square honeycombs were measured using a direct impact Kolsky bar. Three-dimensional finite element simulations of the experiments were performed to model the response and to help interpret the experimental results. The study has identified three distinct factors governing the dynamic response of the square honeycombs: material rate sensitivity, inertial stabilization of the webs against buckling, and plastic wave propagation. Material rate sensitivity and inertial stabilization of the webs against buckling cause the front and back face stresses to increase by about a factor of two over their quasi-static value when the impact speed is increased from 0 to . At higher impact velocities, plastic wave effects cause the front face stress to increase linearly with velocity whereas the back face stress is almost independent of velocity. The finite element predictions are in reasonable agreement with the measurements.
Skip Nav Destination
e-mail: naf1@eng.cam.ac.uk
Article navigation
July 2007
Technical Papers
Dynamic Compressive Response of Stainless-Steel Square Honeycombs
D. D. Radford,
D. D. Radford
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
Search for other works by this author on:
G. J. McShane,
G. J. McShane
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
Search for other works by this author on:
V. S. Deshpande,
V. S. Deshpande
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
Search for other works by this author on:
N. A. Fleck
N. A. Fleck
Department of Engineering,
e-mail: naf1@eng.cam.ac.uk
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
Search for other works by this author on:
D. D. Radford
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
G. J. McShane
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
V. S. Deshpande
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdom
N. A. Fleck
Department of Engineering,
University of Cambridge
, Trumpington Street, Cambridge, CB2 1PZ, United Kingdome-mail: naf1@eng.cam.ac.uk
J. Appl. Mech. Jul 2007, 74(4): 658-667 (10 pages)
Published Online: May 9, 2006
Article history
Received:
January 20, 2006
Revised:
May 9, 2006
Citation
Radford, D. D., McShane, G. J., Deshpande, V. S., and Fleck, N. A. (May 9, 2006). "Dynamic Compressive Response of Stainless-Steel Square Honeycombs." ASME. J. Appl. Mech. July 2007; 74(4): 658–667. https://doi.org/10.1115/1.2424717
Download citation file:
Get Email Alerts
Related Articles
The Through-Thickness Compressive Strength of a Composite Sandwich Panel With a Hierarchical Square Honeycomb Sandwich Core
J. Appl. Mech (November,2009)
The Dynamic Strength of a Representative Double Layer Prismatic Core: A Combined Experimental, Numerical, and Analytical Assessment
J. Appl. Mech (November,2010)
Sandwich Beams With Corrugated and Y-frame Cores: Does the Back Face Contribute to the Bending Response?
J. Appl. Mech (January,2012)
The Damage Tolerance
of a Sandwich Panel Containing a Cracked Honeycomb
Core
J. Appl. Mech (November,2009)
Related Proceedings Papers
Related Chapters
Estimating Resilient Modulus Using Neural Network Models
Intelligent Engineering Systems Through Artificial Neural Networks, Volume 17
Honeycomb Structures
Brazing Handbook, Volume 3, 6th Edition
The Determination of Bias Factor Stress Dependence from Experimental Data on Irradiation Creep and Stress-Affected Swelling in Austenitic Stainless Steels
Effects of Radiation on Materials: 20th International Symposium