Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach

International Journal for Numerical Methods in Engineering - Tập 91 Số 6 - Trang 571-603 - 2012
Chien H. Thai1, H. Nguyen‐Xuan2,1, Nhon Nguyen‐Thanh3, T‐H. Le4, T. Nguyen‐Thoi2,1, Timon Rabczuk3
1Division of Computational Mechanics Ton Duc Thang University Ho Chi Minh Vietnam
2Department of Mechanics, Faculty of Mathematics and Computer Science, Ho Chi Minh City University of Science Vietnam National University–Ho Chi Minh 227 Nguyen Van Cu Street Ho Chi Minh Vietnam
3Institute of Structural Mechanics University Bauhaus Marienstrae 15 99423 Weimar Germany
4Department of Naval Architecture and Marine Engineering Ho Chi Minh City University of Technology Vietnam National University–Ho Chi Minh 268 Ly Thuong Kiet Street Ho Chi Minh Vietnam

Tóm tắt

SUMMARYThis paper presents a novel numerical procedure based on the framework of isogeometric analysis for static, free vibration, and buckling analysis of laminated composite plates using the first‐order shear deformation theory. The isogeometric approach utilizes non‐uniform rational B‐splines to implement for the quadratic, cubic, and quartic elements. Shear locking problem still exists in the stiffness formulation, and hence, it can be significantly alleviated by a stabilization technique. Several numerical examples are presented to show the performance of the method, and the results obtained are compared with other available ones. Copyright © 2012 John Wiley & Sons, Ltd.

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