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Title:
STATIČNI PRERAČUN PODPORNE KONSTRUKCIJE CEVOVODA
Authors:
ID
Vanič, Andrej
(
Author
)
ID
Kramberger, Janez
(
Mentor
)
More about this mentor...
Files:
VS_Vanic_Andrej_2010.pdf
(3,90 MB)
MD5: 4715F559EF40DB7830F3AF1AC927D416
PID:
20.500.12556/dkum/8051ea1d-f95d-46aa-87de-d7b7e229c56d
Language:
Slovenian
Work type:
Undergraduate thesis
Organization:
FS - Faculty of Mechanical Engineering
Abstract:
Diplomsko delo zajema pristop h konstruiranju podporne jeklene konstrukcije cevovoda, pri katerem sem sodeloval v sklopu šestmesečne prakse v podjetju EKTEN d.o.o. Cevovod služi kot povezovalni člen med obratom proizvodnje steklenih vlaken in čistilnim delom stranskih produktov na drugi strani. Preračun po metodi končnih elementov je izveden na podlagi podanih dimenzij in obremenitev konstrukcije s pomočjo programske aplikacije za preračun jeklenih konstrukcij Scia Engineer 2009. Z programom Scia Engineer 2009 smo na podlagi dobljenih rezultatov izbrali optimalno rešitev med ceno, dobavnimi roki in nosilnostjo podporne konstrukcije.
Keywords:
jeklene konstrukcije
,
cevovodi
,
obtežbe
,
dokaz nosilnosti in uporabnosti
,
metoda končnih elementov
Place of publishing:
Maribor
Publisher:
[A. Vanič]
Year of publishing:
2010
PID:
20.500.12556/DKUM-14762
UDC:
624.014.1(043.2)
COBISS.SI-ID:
14323734
NUK URN:
URN:SI:UM:DK:OO90ISUH
Publication date in DKUM:
07.07.2010
Views:
2751
Downloads:
336
Metadata:
Categories:
KTFMB - FS
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Secondary language
Language:
English
Title:
STRENGTH CALCULATION OF PIPELINE SUPPORT STRUCTURE
Abstract:
This graduation thesis covers the approach to strength calculation of pipeline support structure. I became familiar with this approach during the six-month period of my professional involvement with the company EKTEN d.o.o. The pipeline serves as a connecting link between the production plant of glass fibers and the purification plant. The conversion of the finite element method is performed with the help of software applications for the conversion of steel structures Scia Engineer 2009 by using the given dimensions and load structures. With gathered results acquired by Scia Engineer 2009 we were able to select the optimal solution of cost, delivery times and carrying capacity of the support structure.
Keywords:
Steel structures
,
pipelines
,
loads
,
load control and usability
,
finite element method
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