Bending, buckling and free vibration of laminated composite with a transverse shear stress continuity model

This work presents a new laminated composite beam model based on discrete layer theory, the model is applied in statics and in dynamics on thin and thick beams. It allows one to satisfy automatically the continuity of transverse shear stresses by taking into account the Heaviside step function. The...

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Bibliographic Details
Published inComposites. Part B, Engineering Vol. 29; no. 3; pp. 223 - 234
Main Authors Karama, M., Abou Harb, B., Mistou, S., Caperaa, S.
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 1998
Elsevier
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Summary:This work presents a new laminated composite beam model based on discrete layer theory, the model is applied in statics and in dynamics on thin and thick beams. It allows one to satisfy automatically the continuity of transverse shear stresses by taking into account the Heaviside step function. The transverse shear is represented by a sine function (Touratier). This model introduces membrane refinement through a cosine function (Ossadzow, Muller and Touratier) contrary to the different models existing in the bibliography. The motion equations and the natural boundary conditions result from the virtual power principal. In order to validate the proposed model, several problems in bending, buckling and free vibration are presented.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:1359-8368
1879-1069
DOI:10.1016/S1359-8368(97)00024-3