Calculation of for a multidirectional composite double cantilever beam on two-parametric elastic foundation

Volume: 15, Issue: 7, Pages: 534 - 543
Published: Oct 1, 2011
Abstract
In this research, a Timoshenko beam (TB) resting on two-parametric (or Pasternak) elastic foundation (PEF) is developed for determination of strain energy release rate (SERR) of mode-I delamination in multidirectional double cantilever beam (DCB) specimens. Based upon the compliance approach, a closed-form solution is obtained for SERR versus delamination length, applied load, effective mechanical properties, and geometrical dimensions of DCB...
Paper Details
Title
Calculation of for a multidirectional composite double cantilever beam on two-parametric elastic foundation
Published Date
Oct 1, 2011
Volume
15
Issue
7
Pages
534 - 543
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