| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:Static bending analysis of a transversely cracked strip tapered footing on a two-parameter soil using a new beam finite element
Authors:ID Imamović, Denis (Author)
ID Skrinar, Matjaž (Author)
Files:.pdf s00161-024-01283-7.pdf (1,86 MB)
MD5: 2028222E5863E402D214E5868D6D3D1F
 
URL https://link.springer.com/article/10.1007/s00161-024-01283-7
 
Language:English
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:In this paper, a new beam Euler–Bernoulli finite element for the transverse static bending analysis of cracked slender strip tapered footings on an elastic two-parameter soil is presented. Standard Hermitian cubic interpolation functions are selected to derive the closed-form expressions of complete stiffness matrix and the load vector. The efficiency of the proposed finite element is verified on an example with several width tapering variations of a simple cracked footing with the results of governing differential equation. Another novelty of this study is improved bending moment functions with included discontinuity conditions at the crack location. These functions now accurately describe the bending moments in the vicinity of the crack of the finite element.
Keywords:transverse displacements analysis, cracked tapered beam, discrete spring model, static analysis, finite element method
Publication status:Published
Publication version:Version of Record
Submitted for review:03.10.2023
Article acceptance date:10.01.2024
Publication date:17.02.2024
Publisher:Springer Nature
Year of publishing:2024
Number of pages:14 str.
Numbering:Vol. 36, iss. 2
Source:https://link.springer.com/article/10.1007/s00161-024-01283-7
PID:20.500.12556/DKUM-87174 New window
UDC:624.131.5:519.6
ISSN on article:1432-0959
COBISS.SI-ID:187046915 New window
DOI:10.1007/s00161-024-01283-7 New window
Copyright:© The Author(s) 2024
Publication date in DKUM:28.02.2024
Views:465
Downloads:59
Metadata:XML DC-XML DC-RDF
Categories:Misc.
:
Copy citation
  
Average score:(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share



Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

Record is a part of a journal

Title:Continuum mechanics and thermodynamics
Shortened title:Contin. mech. thermodyn.
Publisher:Springer
ISSN:1432-0959
COBISS.SI-ID:512010265 New window

Document is financed by a project

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2-0129
Name:Razvoj, modeliranje in optimiranje objektov in procesov v gradbeništvu in prometu

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:temelj z dvema parametroma, počen stožčasti nosilec, model diskretne vzmeti, statična analiza, metoda končnih elementov


Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica