✦ LIBER ✦

Non-Linear Finite Element Analysis of Solids and Structures (de Borst/Non-Linear Finite Element Analysis of Solids and Structures) || Geometrically Non-linear Analysis

✍ Scribed by de Borst, René; Crisfield, Mike A.; Remmers, Joris J. C.; Verhoosel, Clemens V.

Book ID: 120485628
Publisher: John Wiley & Sons, Ltd
Year: 2012
Weight: 260 KB
Category: Article
ISBN: 0470666447
DOI: 10.1002/9781118375938.ch3

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Non-Linear Finite Element Analysis of So

Non-Linear Finite Element Analysis of Solids and Structures (de Borst/Non-Linear Finite Element Analysis of Solids and Structures) || Plasticity

✍ de Borst, René; Crisfield, Mike A.; Remmers, Joris J. C.; Verhoosel, Clemens V. 📂 Article 📅 2012 🏛 John Wiley & Sons, Ltd ⚖ 373 KB

Non-Linear Finite Element Analysis of So

Non-Linear Finite Element Analysis of Solids and Structures (de Borst/Non-Linear Finite Element Analysis of Solids and Structures) || Hyperelasticity

✍ de Borst, René; Crisfield, Mike A.; Remmers, Joris J. C.; Verhoosel, Clemens V. 📂 Article 📅 2012 🏛 John Wiley & Sons, Ltd ⚖ 211 KB

M. A. Crisfield, Non-linear Finite Eleme

M. A. Crisfield, Non-linear Finite Element Analysis of Solids and Structures

✍ Vincenzo Ciampi 📂 Article 📅 1997 🏛 Springer Netherlands 🌐 English ⚖ 13 KB

Non-linear finite element dynamic analys

Non-linear finite element dynamic analysis of axisymmetric solids

✍ S. Nagarajan; E. P. Popov 📂 Article 📅 1974 🏛 John Wiley and Sons 🌐 English ⚖ 924 KB

Geometrical non-linear analysis of struc

Geometrical non-linear analysis of structures by finite elements

✍ Duilio Benedetti; Carlos Brebbia; Luigi Cedolin 📂 Article 📅 1972 🏛 Springer Netherlands 🌐 English ⚖ 1011 KB

Finite element analysis of geometrically

Finite element analysis of geometrically non-linear structures using translational variables

✍ Mats K. A. Ander; Alf G. Samuelsson 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 184 KB 👁 2 views

A "nite element code for geometrically non-linear structures with conservative one-parameter loading is under development. The "nite deformation theory is expressed in displacement gradients and the "nite element approximation for translational variables only is introduced as late as possible. A p-m