0
Closures

Authors' Reply to Discussion by Hagedorn, P., Eckstein, M., Heffel, E., and Wagner, A. of “The Temporal Evolution of Buckling in a Dynamically Impacted Column”

[+] Author and Article Information
Wooseok Ji

Department of Aerospace Engineering,
Composite Structures Laboratory,
University of Michigan,
Ann Arbor, MI 48109

Anthony M. Waas

Felix Pawlowski Collegiate Professor
Department of Aerospace Engineering,
Composite Structures Laboratory,
University of Michigan,
Ann Arbor, MI 48109

Manuscript received July 16, 2013; final manuscript received July 17, 2013; accepted manuscript posted July 29, 2013; published online September 12, 2013. Editor: Yonggang Huang.

J. Appl. Mech 81(1), 016001 (Sep 12, 2013) (3 pages) Paper No: JAM-13-1290; doi: 10.1115/1.4025137 History: Received July 16, 2013; Revised July 17, 2013; Accepted July 29, 2013

First Page Preview

View Large
First page PDF preview
FIGURES IN THIS ARTICLE
Copyright © 2014 by ASME
Your Session has timed out. Please sign back in to continue.

References

Hagedorn, P., Eckstein, M., Heffel, E., and Wagner, A., 2013, “The Temporal Evolution of Buckling in a Dynamically Impacted Column,” ASME J. Appl. Mech. (in press). [CrossRef]
Ji, W., and Waas, A. M., 2012, “The Temporal Evolution of Buckling in a Dynamically Impacted Column,” ASME J. Appl. Mech., 80(1), p. 011026. [CrossRef]
Brush, D. O., and AlmrothB. O., 1975, Buckling of Bars, Plates, and Shells, McGraw-Hill, New York.

Figures

Grahic Jump Location
Fig. 1

Configuration of a perfectly flat beam subjected to an axial impact loading

Grahic Jump Location
Fig. 2

Configuration of an initially crooked column subjected to an axial impact loading

Grahic Jump Location
Fig. 3

Valid range of the analytical solution as a function of the maximum amplitude of the initial crookedness

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In