Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
|
|
SLO
|
ENG
|
Cookies and privacy
DKUM
EPF - Faculty of Business and Economics
FE - Faculty of Energy Technology
FERI - Faculty of Electrical Engineering and Computer Science
FF - Faculty of Arts
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
FKBV - Faculty of Agriculture and Life Sciences
FKKT - Faculty of Chemistry and Chemical Engineering
FL - Faculty of Logistic
FNM - Faculty of Natural Sciences and Mathematics
FOV - Faculty of Organizational Sciences in Kranj
FS - Faculty of Mechanical Engineering
FT - Faculty of Tourism
FVV - Faculty of Criminal Justice and Security
FZV - Faculty of Health Sciences
MF - Faculty of Medicine
PEF - Faculty of Education
PF - Faculty of Law
UKM - University of Maribor Library
UM - University of Maribor
UZUM - University of Maribor Press
COBISS
Faculty of Business and Economic, Maribor
Faculty of Agriculture and Life Sciences, Maribor
Faculty of Logistics, Celje, Krško
Faculty of Organizational Sciences, Kranj
Faculty of Criminal Justice and Security, Ljubljana
Faculty of Health Sciences
Library of Technical Faculties, Maribor
Faculty of Medicine, Maribor
Miklošič Library FPNM, Maribor
Faculty of Law, Maribor
University of Maribor Library
Bigger font
|
Smaller font
Introduction
Search
Browsing
Upload document
Statistics
Login
First page
>
Show document
Show document
Title:
Osnove dimenzioniranja z modelom razpor in vezi
Authors:
ID
Ledinek, Matic
(
Author
)
ID
Kuhta, Milan
(
Mentor
)
More about this mentor...
Files:
UNI_Ledinek_Matic_2014.pdf
(3,96 MB)
MD5: D1C29EBD14060A1D7B7464B06B7911B8
Language:
Slovenian
Work type:
Diploma project paper
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
V projektni nalogi so predstavljene osnove dimenzioniranja z uporabo modela razpor in vezi. Napetostno polje v konstrukcijskih elementih je osnova za izbiro modela razpor in vezi, zato je prikazan izračun napetostnega polja in potek trajektorij glavnih napetosti na primeru prostoležečega nosilca, ki se ga običajno dimenzionira z uporabo Bernoulli-Eulerjeve hipoteze. Razloženi so osnovni elementi ter potek izbire modela razpor in vezi s pomočjo poteka napetosti v konstrukcijskih elementih na podlagi elastične analize z metodo končnih elementov. Prikazanih je tudi nekaj primerov z možnimi izbirami modelov razpor in vezi.
Keywords:
armiran beton
,
napetosti
,
model razpor in vezi
Place of publishing:
Maribor
Publisher:
[M. Ledinek]
Year of publishing:
2014
PID:
20.500.12556/DKUM-45788
UDC:
624(043.2)
COBISS.SI-ID:
21245974
NUK URN:
URN:SI:UM:DK:3I2UIB0R
Publication date in DKUM:
08.09.2014
Views:
2089
Downloads:
535
Metadata:
Categories:
KTFMB - FG
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
Average score:
(0 votes)
Your score:
Voting is allowed only for
logged in
users.
Share:
Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.
Secondary language
Language:
English
Title:
Basics of Strut-And-Tie model designing
Abstract:
This paper presents the basics of dimensioning using the strut-and-tie model. The stress field in structural elements is the basis for selecting the strut-and-tie model, thus the calculation of the stress field and the course of the trajectories of the principal stresses in the case of a simply supported beam, which is usually dimensioned using the Bernoulli-Euler hypothesis, is shown. Also, the basic elements and the procedure for selecting the strut-and-tie model through the principal stresses’ directions in structural elements on the basis of elastic analysis with the finite element method are explained. Some cases with possible choice of the strut-and-tie model are also shown.
Keywords:
reinforced concrete
,
stresses
,
strut-and-tie modelling
Comments
Leave comment
You must
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back
