Predicting and avoiding shear locking in beam vibration problems using the B-spline field approximation method
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Publication:1817847
DOI10.1016/S0045-7825(97)00258-2zbMath0954.74080MaRDI QIDQ1817847
A. H. Vermeulen, Glenn R. Heppler
Publication date: 2 February 2000
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
discrete modelsshear lockinglocking-free methodB-spline field approximation methodstraight Timoshenko beams
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Related Items (4)
On the theory of a Cosserat point and shear locking in thin beams ⋮ Mesh independent analysis of shell‐like structures ⋮ Implicit boundary method for analysis using uniform B-spline basis and structured grid ⋮ Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)
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