prikaz prve stranice dokumenta Higher-order linked interpolation in moderately thick plate and facet shell finite elements
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doctoral thesis
Higher-order linked interpolation in moderately thick plate and facet shell finite elements
doctoral thesis
2012. urn:nbn:hr:188:997605
Ribarić, Dragan
University of Rijeka
Faculty of Civil Engineering

Cite this document

Ribarić, D. (2012). Higher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis (Doctoral thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:188:997605

Ribarić, Dragan. "Higher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis." Doctoral thesis, University of Rijeka, Faculty of Civil Engineering, 2012. https://urn.nsk.hr/urn:nbn:hr:188:997605

Ribarić, Dragan. "Higher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis." Doctoral thesis, University of Rijeka, Faculty of Civil Engineering, 2012. https://urn.nsk.hr/urn:nbn:hr:188:997605

Ribarić, D. (2012). 'Higher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis', Doctoral thesis, University of Rijeka, Faculty of Civil Engineering, accessed 21 April 2024, https://urn.nsk.hr/urn:nbn:hr:188:997605

Ribarić D. Higher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis [Doctoral thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2012 [cited 2024 April 21] Available at: https://urn.nsk.hr/urn:nbn:hr:188:997605

D. Ribarić, "Higher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis", Doctoral thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2012. Available at: https://urn.nsk.hr/urn:nbn:hr:188:997605

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Metadata
TitleHigher-order linked interpolation in moderately thick plate and facet shell finite elements : doctoral thesis
AuthorDragan Ribarić
MentorGordan Jelenić (mentor)
Committee memberNenad Bićanić (predsjednik povjerenstva)
Committee memberBoštjan Brank (član povjerenstva)
strani drzavljanin: Nije dostupno
Committee memberZvonimir Sabljak (član povjerenstva)
Committee memberIvica Kožar (član povjerenstva)
Committee memberGoran Turkalj (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2012-10-01, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Universal decimal classification
(UDC)		624/625 - Civil and structural engineering. Civil engineering of land transport. Railway engineering. Highway engineering
Abstract
U ovoj dizertaciji, analizirana je primjena vezane interpolacije višeg reda u modeliranju ploča i ravnih ljuski za elastična ponašanja modela konstrukcija. Kod Timošenkovih (srednje debelih) grednih elemenata vezana interpolacija u potpunosti eliminira problem 'shear-lockinga' i sposobna je proizvesti točno rješenje za proizvoljno polinomno opterećenje. Polazište za razvoj elemenata za Mindlinove ploče i ravne ljuske je u analogije između Timošenkove teorije greda i Mindlinove teorije ploča. Cilj je predložene teme da afirmira pristup ne samo na elementima nižeg reda, što je već često primjenjeno kod različitih autora, nego i na elementima višeg reda kako bi se povećala točnost metode, te dokazala kompetitivnost naspram drugih elemenata iz literature. Dobiveni rezultati na standardnim primjerima uspoređeni su s referentnim rezultatima iz literature, te s rezultatima iz FEAP programa (Finite Element Analysis Program), na mrežama različite gustoće, te uz pomoć interoplacija različitog reda. Na toj osnovi razvijeni konačni elementi primjenjeni su i na ravne ljuske, te uspoređeni sa sličnim elementima iz literature u cilju njihova vrednovanja.
Abstract (english)
In here proposed thesis, the use of higher-order linked interpolation in the design of plate and facet shell finite elements is analysed for elastic behavior. In the Timoshenko (thick) beam elements linked interpolation completely eliminates the shear-locking problem and is capable of returning the exact result for arbitrary polynomial loading. Here, the basis for development of higher-order Mindlin plate and shell elements is found in the analogy between the Timoshenko beam theory and the Mindlin plate theory. The aim of the proposed thesis is to validate the approach not only on low-order elements, which has been already extensively studied by various authors, but also on higher-order elements to improve the accuracy of the method and to demonstrate that they are competitive to other elements from literature. The results obtained on standard test examples are compared and numerically assessed against the reference results from literature and from the finite-element programme FEAP, using various mesh densities and various order of interpolation. On this basis, the new family of facet shell elements are also developed, analysed, compared and assessed against the elements from literature.
Keywords
Keywords (english)
Languageenglish
URN:NBNurn:nbn:hr:188:997605
Promotion2012
Study programmeTitle: Civil Engineering; specializations in: Hydrotechnics and geotechnics, Mechanics
Course: Hydrotechnics and geotechnics
Study programme type: university
Study level: postgraduate
Academic / professional title: doktor/doktorica znanosti, područje tehničkih znanosti (doktor/doktorica znanosti, područje tehničkih znanosti)
Catalog URLhttps://libraries.uniri.hr/cgi-bin/unilib.cgi?form=D1130209020
Type of resourceText
Extent109 str; 30 cm
File originBorn digital
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2017-01-19 19:33:45