Table of Content

Open Access iconOpen Access

ARTICLE

FEM-analysis of nonclassical transmission conditions between elastic structures. Part 2: Stiff imperfect interface

by G. Mishuris1, A. ¨Ochsner2, G. Kuhn3

RzUT, Rzeszow, POLAND.
UA, Aveiro, PORTUGAL.
FAU, Erlangen, GERMANY.

Computers, Materials & Continua 2006, 4(3), 137-152. https://doi.org/10.3970/cmc.2006.004.137

Abstract

Nonclassical transmission conditions for dissimilar elastic structures with imperfect interfaces are investigated. The thin interface zone is assumed to be soft or stiff in comparison with the bonded materials and the transmission conditions for stiff interfaces are evaluated based on asymptotic analysis. The accuracy of the transmission conditions is clarified not only in terms of asymptotic estimate, but, which is especially important for users, also in values by accurate FEM calculations. The ranges of applicability of the conditions are discussed.

Keywords


Cite This Article

APA Style
Mishuris, G., Öchsner, A., Kuhn, G. (2006). Fem-analysis of nonclassical transmission conditions between elastic structures. part 2: stiff imperfect interface. Computers, Materials & Continua, 4(3), 137-152. https://doi.org/10.3970/cmc.2006.004.137
Vancouver Style
Mishuris G, Öchsner A, Kuhn G. Fem-analysis of nonclassical transmission conditions between elastic structures. part 2: stiff imperfect interface. Comput Mater Contin. 2006;4(3):137-152 https://doi.org/10.3970/cmc.2006.004.137
IEEE Style
G. Mishuris, A. Öchsner, and G. Kuhn, “FEM-analysis of nonclassical transmission conditions between elastic structures. Part 2: Stiff imperfect interface,” Comput. Mater. Contin., vol. 4, no. 3, pp. 137-152, 2006. https://doi.org/10.3970/cmc.2006.004.137



cc Copyright © 2006 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
  • 1623

    View

  • 1225

    Download

  • 0

    Like

Share Link