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

H. Thai, Chien; Nguyen‐Xuan, H.; Nguyen‐Thanh, Nhon; Le, T‐H.; Nguyen‐Thoi, T.; Rabczuk, Timon

doi:10.1002/nme.4282

Public

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

Shared by NobleBlocks on Jun 5, 2012 • 12:00 AM UTC

Authors:

Chien H. Thai

H. Nguyen‐Xuan

Nhon Nguyen‐Thanh

Abstract

SUMMARY 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...

Subject

Isogeometric analysis

Quartic function

Structural engineering

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