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
Geometrically nonlinear analysis of layered beams using symbolic approach
ID
Rodman, Urban
(
Author
),
ID
Zupan, Dejan
(
Author
),
ID
Šuštar, Tomaž
(
Author
),
ID
Korelc, Jože
(
Author
)
PDF - Presentation file,
Download
(2,66 MB)
MD5: 1BF51AA3ACA888419D33AE7DD789D737
URL - Source URL, Visit
https://www.sciencedirect.com/science/article/pii/S0263822324007116
Image galllery
Abstract
This study presents a novel layered spatial beam model with discrete connections between layers, developed to accurately capture large displacements and rotations as well as finite strains. The formulation is characterized by simplicity, robustness and compatibility with automatic code generation, making it suitable for various applications. Key features of the model include the use of a piecewise constant strain field, the inclusion of discrete unknowns such as strains and stress resultants, and the efficient numerical implementation using the automatic code generation. The discrete connections between the layers of the model enable an efficient description of the interlaminar behaviour and the consideration of nonlinear constitutive properties. Numerical examples demonstrate the effectiveness and accuracy of the proposed approach and illustrate its potential for practical engineering applications.
Language:
English
Keywords:
layered spatial beam
,
discrete connections
,
large displacements
,
automatic code generation
,
piecewise constant strain field
,
numerical implementation
Work type:
Article
Typology:
1.01 - Original Scientific Article
Organization:
FGG - Faculty of Civil and Geodetic Engineering
Publication status:
Published
Publication version:
Version of Record
Year:
2025
Number of pages:
Str. 1-13
Numbering:
Vol. 351, art. 118583
PID:
20.500.12556/RUL-164396
UDC:
519.62
ISSN on article:
1879-1085
DOI:
10.1016/j.compstruct.2024.118583
COBISS.SI-ID:
212752899
Publication date in RUL:
24.10.2024
Views:
90
Downloads:
320
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:
Composite structures
Shortened title:
Compos. struct.
Publisher:
Elsevier
ISSN:
1879-1085
COBISS.SI-ID:
19024387
Licences
License:
CC BY-NC 4.0, Creative Commons Attribution-NonCommercial 4.0 International
Link:
http://creativecommons.org/licenses/by-nc/4.0/
Description:
A creative commons license that bans commercial use, but the users don’t have to license their derivative works on the same terms.
Secondary language
Language:
Slovenian
Keywords:
slojeviti nosilci
,
diskretne vezi
,
veliki pomiki
,
samodejno generiranje kode
,
odsekoma konstantne deformacije
,
numerična implementacija
Projects
Funder:
EC - European Commission
Funding programme:
H2020 Marie Skłodowska-Curie
Project number:
860124
Name:
Joint Training on Numerical Modelling of Highly Flexible Structures for Industrial Applications
Acronym:
THREAD
Similar documents
Similar works from RUL:
Similar works from other Slovenian collections:
Back