Helical buckling of thin rods: FE modelling

Marcin Kapitaniak; Vahid Vaziri; Marian Wiercigroch

doi:10.1051/matecconf/201821102010

Helical buckling of thin rods: FE modelling

Marcin Kapitaniak, Vahid Vaziri, Marian Wiercigroch

Research output: Contribution to journal › Conference article › peer-review

3 Citations (Scopus)

10 Downloads (Pure)

Abstract

In this paper, we utilize the Finite Element (FE) method to model twisting of long thin rods and capture the bifurcation scenarios leading to heli-cal buckling and various further post-buckling states. Since standard nonlinear beam elements do not account for nonlinearity in torsional mode, we derive a modified beam element, which allows to model complex torsional buckling bifurcation scenarios of a thin rod subjected to twisting load. A series of verification tests (static analysis with load stepping) of the developed code are per-formed to determine critical torsional buckling loads for various helical buck-ling modes and compared with ABAQUS FE simulation.

Original language	English
Article number	02010
Pages (from-to)	1-6
Number of pages	6
Journal	MATEC Web of Conferences
Volume	211
DOIs	https://doi.org/10.1051/matecconf/201821102010
Publication status	Published - 10 Oct 2018
Event	14th International Conference on Vibration Engineering and Technology of Machinery, VETOMAC 2018 - Lisbon, Portugal Duration: 10 Sep 2018 → 13 Sep 2018

Access to Document

10.1051/matecconf/201821102010Licence: CC BY

Helical buckling of thin rods FE modelling
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Final published version, 15.6 MBLicence: CC BY

Cite this

@article{24896106c7534464b4549129cb506d04,

title = "Helical buckling of thin rods: FE modelling",

abstract = "In this paper, we utilize the Finite Element (FE) method to model twisting of long thin rods and capture the bifurcation scenarios leading to heli-cal buckling and various further post-buckling states. Since standard nonlinear beam elements do not account for nonlinearity in torsional mode, we derive a modified beam element, which allows to model complex torsional buckling bifurcation scenarios of a thin rod subjected to twisting load. A series of verification tests (static analysis with load stepping) of the developed code are per-formed to determine critical torsional buckling loads for various helical buck-ling modes and compared with ABAQUS FE simulation.",

author = "Marcin Kapitaniak and Vahid Vaziri and Marian Wiercigroch",

year = "2018",

month = oct,

day = "10",

doi = "10.1051/matecconf/201821102010",

language = "English",

volume = "211",

pages = "1--6",

journal = "MATEC Web of Conferences",

issn = "2261-236X",

publisher = "EDP Sciences",

note = "14th International Conference on Vibration Engineering and Technology of Machinery, VETOMAC 2018 ; Conference date: 10-09-2018 Through 13-09-2018",

}

TY - JOUR

T1 - Helical buckling of thin rods

T2 - 14th International Conference on Vibration Engineering and Technology of Machinery, VETOMAC 2018

AU - Kapitaniak, Marcin

AU - Vaziri, Vahid

AU - Wiercigroch, Marian

PY - 2018/10/10

Y1 - 2018/10/10

N2 - In this paper, we utilize the Finite Element (FE) method to model twisting of long thin rods and capture the bifurcation scenarios leading to heli-cal buckling and various further post-buckling states. Since standard nonlinear beam elements do not account for nonlinearity in torsional mode, we derive a modified beam element, which allows to model complex torsional buckling bifurcation scenarios of a thin rod subjected to twisting load. A series of verification tests (static analysis with load stepping) of the developed code are per-formed to determine critical torsional buckling loads for various helical buck-ling modes and compared with ABAQUS FE simulation.

AB - In this paper, we utilize the Finite Element (FE) method to model twisting of long thin rods and capture the bifurcation scenarios leading to heli-cal buckling and various further post-buckling states. Since standard nonlinear beam elements do not account for nonlinearity in torsional mode, we derive a modified beam element, which allows to model complex torsional buckling bifurcation scenarios of a thin rod subjected to twisting load. A series of verification tests (static analysis with load stepping) of the developed code are per-formed to determine critical torsional buckling loads for various helical buck-ling modes and compared with ABAQUS FE simulation.

UR - http://www.scopus.com/inward/record.url?scp=85055551692&partnerID=8YFLogxK

U2 - 10.1051/matecconf/201821102010

DO - 10.1051/matecconf/201821102010

M3 - Conference article

AN - SCOPUS:85055551692

VL - 211

SP - 1

EP - 6

JO - MATEC Web of Conferences

JF - MATEC Web of Conferences

SN - 2261-236X

M1 - 02010

Y2 - 10 September 2018 through 13 September 2018

ER -

Helical buckling of thin rods: FE modelling

Abstract

Access to Document

Other files and links

Fingerprint

Cite this