Stability of laminated composites with delaminations

In this thesis, investigation on buckling problem of composite beam is carried out. A new formula which is denoted as CLT method 3 is derived to calculate the effective flexural stiffness of the thin composite beam. Two other existing equations indicated as CLT methods 1 and 2 that can also be used...

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Bibliographic Details
Main Author: Yap, Chun Wee
Other Authors: Chai Gin Boay
Format: Theses and Dissertations
Language:English
Published: 2010
Subjects:
Online Access:https://hdl.handle.net/10356/39704
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Institution: Nanyang Technological University
Language: English
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