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:
PRIMERJAVA RAZLIČNIH METOD OJAČITVE TANKIH BETONSKIH ELEMENTOV S KONTINUIRANIMI OGLJIKOVIMI VLAKNI
Authors:
ID
Antolič, Robert
(
Author
)
ID
Ivanič, Andrej
(
Mentor
)
More about this mentor...
ID
Lubej, Samo
(
Comentor
)
Files:
VS_Antolic_Robert_2014.pdf
(2,50 MB)
MD5: B3ED6068267CC6529087FC7A5A3BBF38
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
V diplomskem delu smo obravnavali in primerjali različne metode ojačitve tankih betonskih elementov z ogljikovimi vlakni. V teoretičnem delu smo predstavili lastnosti uporabljenih materialov in opisali različne načine ojačitve betonskih elementov. V eksperimentalnem delu smo opisali postopek priprave vzorcev in izvedbo štiri točkovnega upogibnega preizkusa. Primerjavo rezultatov smo nato izdelali med tremi različnimi načini ojačitve na vzorcih enakih dimenzij in ojačanih z enako količino ogljikovih vlaken. Rezultati preizkusov so pokazali, da zunanje ojačani vzorci dosegajo višje upogibne trdnosti kot vzorci ojačani v sredini prereza.
Keywords:
tanki betonski elementi
,
ojačitve
,
ogljikova vlakna
,
štiri točkovni upogibni preizkus
Place of publishing:
Maribor
Publisher:
[R. Antolič]
Year of publishing:
2014
PID:
20.500.12556/DKUM-44561
UDC:
624.078.8:691.328.1(043.2)
COBISS.SI-ID:
17924886
NUK URN:
URN:SI:UM:DK:TAI2U1RS
Publication date in DKUM:
12.06.2014
Views:
1966
Downloads:
217
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:
COMPARISON OF VARIOUS STRENGTHENING METHODS FOR THIN CONCRETE MEMBERS USING CONTINUOUS CARBON FIBRES
Abstract:
In the diploma thesis, we discuss and compare different methods of thin concrete members reinforcement with carbon fiber. In the theoretical part we present the properties of the materials used and describe the different ways of reinforcing concrete members. In the experimental part we describe the process of preparing samples and implementation of four-point bending test. Comparison of the results was then made between three different models of reinforcement on the samples of the same dimensions and reinforced with the same amount of carbon fiber. The test results showed that the external bonded reinforced members have higher flexural strength than the samples reinforced in the middle of the cross-section.
Keywords:
thin concrete members
,
reinforcement
,
carbon fiber
,
four- point bending test
Comments
Leave comment
You must
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back
