| نویسندگان | علی قربانپور-رامین مسلمیان-علی عارف منش |
| تاریخ انتشار | 2009-9-01 |
| رتبه نشریه | علمی - پژوهشی |
| نمایه نشریه | SCOPUS ,ISC ,SID |
چکیده مقاله
The buckling and postbuckling behaviors of a composite beam with single delamination are
investigated. A three-dimensional finite element model using the commercial code ANSYS is
employed for this purpose. The finite elements analyses have been performed using a linear
buckling model based on the solution of the eigenvalues problem, and a non-linear one based on
an incremental-iterative method. The large displacements have been taken into account in the
nonlinear analysis. Instead of contact elements a new delamination closure device using rigid
compression-only beam elements is developed. Effect of delamination length, position through
thickness and stacking sequence of the plies on the buckling and postbuckling of laminates is
investigated. It has been found that significant decreases occur in the critical buckling loads after a
certain value of the delamination length. The position of delamination and the fiber orientation
also affect these loads.