Refine
Document Type
- Article (12)
- Conference Proceeding (1)
- Doctoral Thesis (1)
Institute
Keywords
- Angewandte Mathematik (13)
- Strukturmechanik (12)
- Angewandte Informatik (1)
- Architektur <Informatik> (1)
- Computer Science Models in Engineering; Multiscale and Multiphysical Models; Scientific Computing (1)
- Computerunterstütztes Verfahren (1)
- FEM (1)
- Isogeometric analysis (1)
- NURBS (1)
- RHT-splines (1)
This 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.