On a bending problem of thick laminated composite plates
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DOI:
https://doi.org/10.15625/0866-7136/24/1/6607Abstract
A high-order displacement field in quadrilateral element with nine nodes and twelve-degrees-of-freedom per node is developed for bending analysis of thick arbitrary layered composite plates under transverse loads. Results for plate deformations, internal stress-resultants and stresses for selected examples are shown to compare well with the closed-form and other finite element solutions.
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