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Comparison and validation of displacement and mixed elements for the non-linear analysis of continuous composite beams

✍ Scribed by Andrea Dall’Asta; Alessandro Zona

Book ID: 108104427
Publisher: Elsevier Science
Year: 2004
Tongue: English
Weight: 583 KB
Volume: 82
Category: Article
ISSN: 0045-7949
DOI: 10.1016/j.compstruc.2004.04.009

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## Abstract Two simple 4‐node 20‐DOF and 4‐node 24‐DOF displacement‐based quadrilateral elements named RDKQ‐L20 and RDKQ‐L24 are developed in this paper based on the first‐order shear deformation theory (FSDT) for linear analysis of thin to moderately thick laminates. The deflection and rotation fu