prikaz prve stranice dokumenta Analiza stabilnosti linijskih sustava FDEM metodom
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undergraduate thesis
Analiza stabilnosti linijskih sustava FDEM metodom
završni rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2017. urn:nbn:hr:123:004772
Radnić, Petra
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Theory of Structures

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Cite this document

Radnić, P. (2017). Analiza stabilnosti linijskih sustava FDEM metodom : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:004772

Radnić, Petra. "Analiza stabilnosti linijskih sustava FDEM metodom : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2017. https://urn.nsk.hr/urn:nbn:hr:123:004772

Radnić, Petra. "Analiza stabilnosti linijskih sustava FDEM metodom : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2017. https://urn.nsk.hr/urn:nbn:hr:123:004772

Radnić, P. (2017). 'Analiza stabilnosti linijskih sustava FDEM metodom : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 11 November 2024, https://urn.nsk.hr/urn:nbn:hr:123:004772

Radnić P. Analiza stabilnosti linijskih sustava FDEM metodom : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2017 [cited 2024 November 11] Available at: https://urn.nsk.hr/urn:nbn:hr:123:004772

P. Radnić, "Analiza stabilnosti linijskih sustava FDEM metodom : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:123:004772

Metadata
TitleAnaliza stabilnosti linijskih sustava FDEM metodom : završni rad
Title (english)Linear systems stability analysis using FDEM method : Undergraduate Thesis
AuthorPetra Radnić
MentorNikolina Živaljić (mentor)
Committee memberNikolina Živaljić (predsjednik povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Theory of Structures)
Split
Defense date and country2017-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom radu analiziran je utjecaj niza parametara na točnost numeričkog rješenja određivanja kritične sile metodom konačno-diskretnih elemenata. Odabran je linijski element okruglog poprečnog presjeka promjera 0.3 m i duljine 10 m. Modul elastičnosti materijala usvojen je 210 000 MPa. Uz usvojene već navedene dimenzije poprečnog presjeka, duljine nosača i karakteristike materijala određena je kritična sila 16.482 MN. Analiziran je utjecaj gustoće diskretizacije, veličine vremenskog koraka, brzine nanošenja opterećenja i prigušenja na točnost numeričkog rješenja dobivenog metodom konačno-diskretnih elemenata. Analiza je provedena na horizontalnom i kosom linijskom elementu i u oba slučaja se dolazi do istih zaključaka.
Abstract (english)
This paper is focused on the influence of a number of parameters on the numerical solution accuracy of determining critical force using the FDEM (Final Discreet Elements Method). A linear element with a 0.3m cross-section and 10m length has been chosen. Accepted elasticity module of the material is 210 000 MPa. With the help of aforementioned dimensions and material characteristics, the determined critical force is 16.482 MN. The influence of discretization density, time scale size, load rate and attenuation on the numerical solution accuracy of determining critical force has been analysed. The analysis is done on a horizontal and diagonal line element. Results of both cases have procured the same conclusions.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:004772
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Public notePredmet: Građevna statika I
Created on2017-12-11 13:17:53