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Analiza ponašanja aksijalno prtisnutih spregnutih štapova pri ekspliatacionom i graničnom opterećenju / ANALYSIS OF BEHAVIOR OF AXIALLY COMPRESSED COMPOSITE BARS FOR EXPLOITATION AND ULTIMATE LOAD

<p>Predmet&nbsp; istraživanja&nbsp; u&nbsp; ovom&nbsp; radu&nbsp; je&nbsp; eksperimentalno&nbsp; &ndash;&nbsp; teorijsko&nbsp; modelska analiza ponašanja centrično pritisnutih stubova spregnutog&nbsp; preseka.&nbsp; Modeli&nbsp; su&nbsp; formirani&nbsp; od&nbsp; AB&nbsp; stubova&nbsp; kvadratnog&nbsp; poprečnog&nbsp; preseka&nbsp; ojačanih&nbsp; na&nbsp; tri&nbsp; načina.&nbsp; U&nbsp; prvom&nbsp; slučaju&nbsp; upotrebljene su čelične cevi.&nbsp; AB stubovi su postavljeni unutar&nbsp; cevi dok je međuprostor popunjavan&nbsp; etonskim mešavinama tri različita&nbsp; kvaliteta.&nbsp; Druga&nbsp; metoda&nbsp; ojačavanja&nbsp; obuhvatala&nbsp; je&nbsp; izradu&nbsp; omotača&nbsp; od&nbsp; betona&nbsp; i&nbsp; čeličnih&nbsp; ugaonika&nbsp; međusobno&nbsp; mestimično&nbsp; spojenih&nbsp; veznim limovima čime je&nbsp; formiran &quot;kavez&quot; oko AB stuba. Razmak&nbsp; veznih&nbsp; limova&nbsp; variran&nbsp; je&nbsp; u&nbsp; dva&nbsp; slučaja.&nbsp; Treća&nbsp; metoda&nbsp; ojačavanja&nbsp; obuhvatala&nbsp; je&nbsp; pritezanje&nbsp; poprečno&nbsp; postavljenih&nbsp; visokovrednih&nbsp; zavrtnjeva. Variran je broj zavrtnjeva, odnosno njihov međusobni&nbsp; razmak.&nbsp; Numerička&nbsp; analiza&nbsp; ponašanja&nbsp; stubova&nbsp; izvršena&nbsp; je&nbsp; MKE&nbsp; metodom.&nbsp; Izvršeno&nbsp; je&nbsp; poređenje&nbsp; rezultata&nbsp; računskog&nbsp; modela&nbsp; i&nbsp; rezultata eksperimentalnog ispitivanja i dat je predlog za&nbsp; proračun nosivosti preseka/modela za sve analizirane uzorke.</p> / <p>The topic of research in this dissertation is experimental-theoretical&nbsp; model&nbsp; analysis&nbsp; of&nbsp; behavior&nbsp; of&nbsp; axially&nbsp; compressed&nbsp; composite&nbsp; section&nbsp; columns.&nbsp; Models&nbsp; are&nbsp; formed&nbsp; from&nbsp; RC&nbsp; squared&nbsp; cross&nbsp; section columns strengthened in three ways. In first case steel pipes&nbsp; were&nbsp; used.&nbsp; RC&nbsp; columns&nbsp; were&nbsp; placed&nbsp; inside&nbsp; the&nbsp; pipe&nbsp; while&nbsp; free&nbsp; space&nbsp; was&nbsp; filled&nbsp; with&nbsp; three&nbsp; different&nbsp; quality&nbsp; concrete.&nbsp; Second&nbsp; method&nbsp; of&nbsp; strengthening&nbsp; included&nbsp; making&nbsp; of&nbsp; concrete&nbsp; jacket&nbsp; and&nbsp; using&nbsp; steel&nbsp; angles&nbsp; connected&nbsp; to&nbsp; each&nbsp; other&nbsp; by&nbsp; connecting&nbsp; plates&nbsp; forming steel&nbsp; cage around RC column. Space between connecting&nbsp; plates&nbsp; were&nbsp; varied&nbsp; in&nbsp; two&nbsp; cases.&nbsp; Third&nbsp; method&nbsp; of&nbsp; strengthening&nbsp; included tightening of the cross placed prestressed bolts. Number&nbsp; of&nbsp; bolts&nbsp; and&nbsp; their&nbsp; spaces&nbsp; were&nbsp; varied.&nbsp; Numerical&nbsp; analysis&nbsp; of&nbsp; the&nbsp; behavior of columns was carried by FEM method. Comparison of&nbsp; the&nbsp; numerical&nbsp; and&nbsp; experimental&nbsp; results&nbsp; was&nbsp; conducted&nbsp; and&nbsp; numerical&nbsp; model&nbsp; for&nbsp; calculating&nbsp; cross&nbsp; section/member&nbsp; capacity&nbsp; was proposed for all analyzed specimens.</p>

Identiferoai:union.ndltd.org:uns.ac.rs/oai:CRISUNS:(BISIS)100484
Date24 June 2016
CreatorsLandović Aleksandar
ContributorsBešević Miroslav, Prokić Aleksandar, Milašinović Dragan, Lađinović Đorđe, Kukaras Danijel
PublisherUniverzitet u Novom Sadu, Građevinski fakultet u Subotici, University of Novi Sad, Faculty of Civil Engineering at Subotica
Source SetsUniversity of Novi Sad
LanguageSerbian
Detected LanguageEnglish
TypePhD thesis

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