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KALA, Z.
Originální název
Stability of von-Misses truss with initial random imperfections
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The paper deals with the critical and post-critical analyses of the behaviour of a von Mises planar truss subjected to a vertical static load at its top joint. Load-deflection curves are determined using the finite element method and geometrically nonlinear solution. Large displacements and large rotations of finite elements of compressed bars are the main outputs of the analysis. The geometrically nonlinear response of the von Mises planar truss is studied in dependence on initial imperfections, which are considered as deterministic and random. The bifurcation points are identified in perfectly straight and perfectly centred compression bars.
Klíčová slova
elastic; strut; stability; buckling; steel; imperfection; bifurcation; snap-through; sensitivity
Autoři
Vydáno
22. 2. 2017
ISSN
1877-7058
Periodikum
Procedia Engineering
Ročník
2017
Číslo
172
Stát
Nizozemsko
Strany od
473
Strany do
480
Strany počet
8
URL
http://dx.doi.org/10.1016/j.proeng.2017.02.055
BibTex
@inproceedings{BUT133421, author="Zdeněk {Kala}", title="Stability of von-Misses truss with initial random imperfections", booktitle="Modern Building Materials, Structures and Techniques", year="2017", journal="Procedia Engineering", volume="2017", number="172", pages="473--480", doi="10.1016/j.proeng.2017.02.055", issn="1877-7058", url="http://dx.doi.org/10.1016/j.proeng.2017.02.055" }