Postbuckling response and strength of laminates under combined in-plane loads
| dc.contributor.author | Singh, Shamsher Bahadur | |
| dc.date.accessioned | 2021-12-07T05:27:39Z | |
| dc.date.available | 2021-12-07T05:27:39Z | |
| dc.date.issued | 1999-04 | |
| dc.description.abstract | The objective of this work is to study the postbuckling behaviour and progressive failure response of thin, symmetric laminates under uniaxial compression and uniaxial compression combined with in-plane shear loads (positive and negative). First-order shear deformation theory and geometric non-linearity in the von Karman sense are used with a finite-element procedure. The 3-D Tsai-Hill criterion is used to predict failure of a lamina and the maximum stress criterion is used to predict onset of delamination at the interface of two adjacent layers. The effect of plate aspect ratio and ply lay-ups on the load deflection response is presented. Load interaction diagrams for (±45/0/90)2s, (±45)4s and (0/90)4s laminates are obtained in terms of the buckling, the first-ply and the ultimate failure loads. In addition, progressive failure response of the (±45/0/90)2s laminate is also presented to show the buckling loads, failure loads, maximum transverse displacements associated with the failure loads and failure modes and locations at various load ratios. | en_US |
| dc.identifier.uri | https://www.sciencedirect.com/science/article/pii/S0266353898001250 | |
| dc.identifier.uri | http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3889 | |
| dc.language.iso | en | en_US |
| dc.publisher | Elsiever | en_US |
| dc.subject | Civil Engineering | en_US |
| dc.subject | B. Strength | en_US |
| dc.subject | C. Buckling | en_US |
| dc.subject | C. Laminate | en_US |
| dc.subject | C. Failure criterion | en_US |
| dc.subject | C. Finite-element analysis | en_US |
| dc.title | Postbuckling response and strength of laminates under combined in-plane loads | en_US |
| dc.type | Article | en_US |
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