𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Locking-free straight beam element based on curvature

✍ Scribed by Lee, Pal-Gap ;Sin, Hyo-Chol

Publisher
John Wiley and Sons
Year
1993
Tongue
English
Weight
287 KB
Volume
9
Category
Article
ISSN
1069-8299

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

A two-noded locking–free shear flexible
A two-noded locking–free shear flexible curved beam element
✍ P. Raveendranath; Gajbir Singh; B. Pradhan 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 160 KB

A new two-noded shear flexible curved beam element which is impervious to membrane and shear locking is proposed herein. The element with three degrees of freedom at each node is based on curvilinear deep shell theory. Starting with a cubic polynomial representation for radial displacement (w), the

The three-dimensional beam theory: Finit
The three-dimensional beam theory: Finite element formulation based on curvature
✍ D. Zupan; M. Saje 📂 Article 📅 2003 🏛 Elsevier Science 🌐 English ⚖ 519 KB

The article introduces a new finite element formulation of the three-dimensional Ôgeometrically exact finite-strain beam theoryÕ. The formulation employs the generalized virtual work principle with the pseudo-curvature vector as the only unknown function. The solution of the governing equations is o

Locking-free finite elements for shear d
Locking-free finite elements for shear deformable orthotropic thin-walled beams
✍ F. Minghini; N. Tullini; F. Laudiero 📂 Article 📅 2007 🏛 John Wiley and Sons 🌐 English ⚖ 313 KB

## Abstract Numerical models for finite element analyses of assemblages of thin‐walled open‐section profiles are presented. The assumed kinematical model is based on Timoshenko–Reissner theory so as to take shear strain effects of non‐uniform bending and torsion into account. Hence, strain elastic‐