Structural Engineering and Mechanics
Volume 29, Number 4, 2008, pages 455-467
DOI: 10.12989/sem.2008.29.4.455
Postbuckling response and failure of symmetric laminated plates with rectangular cutouts under uniaxial compression
S. B. Singh and Dinesh Kumar
Abstract
This paper deals with the buckling and postbuckling responses and the progressive failure of square symmetric laminates with rectangular cutouts under uniaxial compression. A detailed investigation<br />is made to show the effects of cutout size and cutout aspect ratio on prebuckling and postbuckling responses, failure loads and failure characteristics of (+45/.45/0/90)2s, (+45/.45)4s and (0/90)4s laminates. The 3-D Tsai-Hill criterion is used to predict the failure of a lamina while the onset of delamination is predicted by the interlaminar failure criterion. In addition, the effects of boundary conditions on buckling load, failure loads, failure modes and maximum transverse deflection for a (+45/.45/0/90)2s laminate with and without cutout have also been presented. It is concluded that square laminates with small square cutouts have more postbuckling strength than without cutout, irrespective of boundary conditions.
Key Words
buckling; composite laminates; cutouts; failure; postbuckling; strength.
Address
S. B. Singh and Dinesh Kumar: Birla Institute of Technology and Science Pilani, Pilani-333031, India