Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
Open Science Slovenia
Open Science
DiKUL
slv
|
eng
Search
Browse
New in RUL
About RUL
In numbers
Help
Sign in
A consistent strain-based beam element with quaternion representation of rotations
ID
Lolić, Damjan
(
Author
),
ID
Zupan, Dejan
(
Author
),
ID
Brojan, Miha
(
Author
)
PDF - Presentation file,
Download
(929,14 KB)
MD5: 9CE93438D1F25BE8D7E7FBFAC36E7CBA
URL - Source URL, Visit
https://link.springer.com/content/pdf/10.1007/s00466-020-01826-0.pdf
Image galllery
Abstract
We present a novel consistent singularity-free strain-based finite element formulation for the analysis of three-dimensional frame-like structures. Our model is based on a geometrically exact finite-strain beam theory, quaternion parametrization of spatial rotations, assumption that the strain measures are constant along the length of the element and a proper choice of basis for the translational strain vector representation. As it is common for strain-based elements, the present formulation does not suffer from shear locking. A comparison of our results with the results from the literature and a commercial finite element analysis software demonstrates the advantages of the proposed formulation, especially when the structure is subjected to larger shear deformations. This stems from the fact that our model ensures a mathematically consistent updating procedure for all the quantities describing the beam. This aspect is often overlooked, since most of the numerical cases from other studies on this topic engage rather small-shear strains for which the consistent update is not crucial as the number of elements is increased.
Language:
English
Keywords:
non-linear beams
,
rotational quaternions
,
strain vectors
,
global basis description
Work type:
Scientific work
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
In print
Publication version:
Author Accepted Manuscript
Year:
2020
Number of pages:
Str. 1-16
Numbering:
Letn. XX, št. XX
PID:
20.500.12556/RUL-114127
UDC:
531/533:624
ISSN on article:
0178-7675
DOI:
10.1007/s00466-020-01826-0
COBISS.SI-ID:
9081185
Publication date in RUL:
18.02.2020
Views:
1094
Downloads:
195
Metadata:
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Copy citation
Share:
Record is a part of a journal
Title:
Computational mechanics
Shortened title:
Comput. mech.
Publisher:
Springer
ISSN:
0178-7675
COBISS.SI-ID:
6668037
Licences
License:
CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:
http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:
The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:
18.02.2020
Secondary language
Language:
Slovenian
Keywords:
nelinearni nosilci
,
rotacijski kvaternioni
,
deformacijski vektorji
,
opis v fiksni bazi
Projects
Funder:
ARRS - Slovenian Research Agency
Project number:
P2-0263
Name:
Mehanika v tehniki
Funder:
ARRS - Slovenian Research Agency
Project number:
J2-8170
Name:
Nelinearna dinamika prostorskih okvirjev z izpolnjeno kinematično kompatibilnostjo za zahtevno uporabo v industriji
Similar documents
Similar works from RUL:
Similar works from other Slovenian collections:
Back