✦ LIBER ✦

Collapse simulation of tubular structures using a finite element limit analysis approach and shell elements

✍ Scribed by Hoon Huh; Kee-Poong Kim; Hyun Sup Kim

Book ID: 108332506
Publisher: Elsevier Science
Year: 2001
Tongue: English
Weight: 513 KB
Volume: 43
Category: Article
ISSN: 0020-7403
DOI: 10.1016/s0020-7403(01)00034-0

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Geometrically nonlinear analysis of shel

Geometrically nonlinear analysis of shell structures using a flat triangular shell finite element

✍ Erez Gal; Robert Levy 📂 Article 📅 2006 🏛 Springer Netherlands 🌐 English ⚖ 619 KB

Observed finite element capabilities and

Observed finite element capabilities and limitations from multi-team simulations of three concrete shell structures

✍ Theodor Krauthammer; Stuart E Swartz 📂 Article 📅 1999 🏛 Elsevier Science 🌐 English ⚖ 705 KB

This paper describes a study whose primary intention was to determine how well state-of-the-art analytical/ numerical methods could predict the response of three shell structures in the service-level and strength-level regimes. Presented herein are the results of six ®nite element analyses, performe

Vibration modelling of structural networ

Vibration modelling of structural networks using a hybrid finite element/wave and finite element approach

✍ Renno, Jamil M.; Mace, Brian R. 📂 Article 📅 2014 🏛 Elsevier Science 🌐 English ⚖ 631 KB

VIBRATION ANALYSIS OF A NEARLY AXISYMMET

VIBRATION ANALYSIS OF A NEARLY AXISYMMETRIC SHELL STRUCTURE USING A NEW FINITE RING ELEMENT

✍ J. Chung; J.M. Lee 📂 Article 📅 1999 🏛 Elsevier Science 🌐 English ⚖ 141 KB

A new conical ring element to be used in connection with the finite element method (FEM) is developed, which considers the effects of slight local deviations from an axisymmetric ring. To develop the proposed finite element, the displacements of a point in the ring element are assumed by a pair of t

Stability analysis of slopes using the f

Stability analysis of slopes using the finite element method and limiting equilibrium approach

✍ Nezar Atalla Hammouri; Abdallah I. Husein Malkawi; Mohammad M. A. Yamin 📂 Article 📅 2008 🏛 Springer 🌐 English ⚖ 580 KB

Collapse of thin shell structures—stress

Collapse of thin shell structures—stress resultant plasticity modelling within a co-rotated ANDES finite element formulation

✍ B. Skallerud; B. Haugen 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 499 KB 👁 2 views

Due to the very non-linear behaviour of thin shells under collapse, numerical simulations are subject to challenges. Shell ÿnite elements are attractive in these simulations. Rotational degrees of freedom do, however, complicate the solution. In the present study a co-rotated formulation is employed