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Publications in Scientific Journals:

R. Heuer:
"Equivalence of the Analyses of Sandwich Beams with or without Interlayer Slip";
Mechanics of Advanced Materials and Structures, 11 (2004), 425 - 432.



English abstract:
Dynamic plane bending of sandwich beams composed of three symmetrically arranged layers are studied. Analyzing two special cases of interlaminar connections, i.e., "perfect bond" and "elastic interlayer slip", a complete analogy between the corresponding initial-boundary value problems is derived. Hence, the response of the beam with elastic interlayer slip can be determined directly from the solution of the perfectly bonded sandwich beam with moderately thick faces.


Online library catalogue of the TU Vienna:
http://aleph.ub.tuwien.ac.at/F?base=tuw01&func=find-c&ccl_term=AC04967147


Created from the Publication Database of the Vienna University of Technology.