Publication detail

Large displacement analysis of elastic pyramidal trusses

KALA, Z.

Original Title

Large displacement analysis of elastic pyramidal trusses

Type

conference paper

Language

English

Original Abstract

The aim of the present study is the analysis of the loss of stability of von Mises planar trusses with initial imperfections. The loading process is controlled by the size of the vertical static load in the top joint. Load-deflection curves are determined using the elastic geometric nonlinear solution based on beam finite elements. The influence of the random variability of initial imperfections on the load-deflection curves is the subject of research. The results showed the influence of asymmetric random imperfections on the load-deflection curves.

Keywords

von Mises planar truss, imperfections, stability, buckling, strut

Authors

KALA, Z.

Released

1. 2. 2019

ISBN

1757-8981

Periodical

IOP Conference Series: Materials Science and Engineering

Year of study

471

Number

10

State

United Kingdom of Great Britain and Northern Ireland

Pages from

1

Pages to

5

Pages count

5

BibTex

@inproceedings{BUT156383,
  author="Zdeněk {Kala}",
  title="Large displacement analysis of elastic pyramidal trusses",
  booktitle="IOP Conference Series: Materials Science and Engineering",
  year="2019",
  journal="IOP Conference Series: Materials Science and Engineering",
  volume="471",
  number="10",
  pages="1--5",
  doi="10.1088/1757-899X/471/10/102054",
  issn="1757-8981"
}