FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2023659206> ?p ?o ?g. }

• W2023659206 endingPage "133" @default.
• W2023659206 startingPage "123" @default.
• W2023659206 abstract "Traditional steel reinforcement does not resist corrosion and its resources are limited; therefore, carbon, glass, aramid and basalt fibre reinforced polymer bars were developed. The composite reinforcement has a high tensile strength and resistance to electromagnetic fields. Different kinds of materials and application of various surface coatings are used in the production of the composite bars. This results in different adhesion to concrete and mechanical properties of composite bars. In comparison with steel reinforcement, glass, aramid and basalt fibre reinforced polymer bars have a lower modulus of elasticity. Thus, structural rigidity provided by these bars is smaller in respect to reinforced concrete elements. Current reinforced concrete design codes and recommendations are based on empirical and simplified methods of strain evaluation, which may be inadequate for design of structures with composite bars. In this paper, an adequacy of the empirical models was checked against the experimental data of concrete beams reinforced with composite bars. The moment-curvature data of 52 beams reported in the literature and conducted by the authors were used for assessment of accuracy of design methods. In order to perform the analysis, different methods from design codes (European (LST 2007), American (ACI Committee 318 2011) and Russian (NIIZhB 2006)) and recommendations (Italian (CNR 2007) and American (ACI Committee 440 2006)) have been selected. The results of the investigation will provide engineers with more information on design of concrete beams with fibre reinforced polymer bars. This will encourage an extensive use of these innovative materials in different types of structures. Santrauka Tradicinė plieninė armatūra nėra atspari korozijai, jos iŠtekliai yra riboti, todėl buvo sukurti polimeriniai strypai, armuoti anglies, stiklo, bazalto arba aramido pluoŠtu. Ši kompozitinė armatūra pasižymi dideliu tempiamuoju stipriu ir atsparumu elektromagnetiniam laukui. Kompozitinių strypų gamyboje naudojamos skirtingos medžiagos ir taikomi įvairūs pavirŠiaus dengimo būdai, skiriasi jų mechaninės bei sukibimo su betonu savybės. Lyginant su plienine armatūra, stiklo, aramido ir bazalto kompozitiniai strypų tamprumo modulis yra mažesnis, todėl tokiais strypais armuotų konstrukcijų standumas taip pat yra mažesnis nei gelžbetoninių konstrukcijų. Dabartiniuose gelžbetoninių konstrukcijų projektavimo reglamentuose taikomi empiriniai supaprastinti deformacijų nustatymo metodai gali būti netinkami konstrukcijoms, armuotoms polimerine armatūra, projektuoti. Šiame darbe, naudojant mokslinėse publikacijose surinktų 46 eksperimentinių tyrimų ir autorių atliktų 6 sijų bandymų duomenis, buvo įvertintas kompozitais armuoto betono elementų įlinkių skaičiavimo metodų tikslumas. Analizei atlikti buvo pasirinkti Europos (LST EN 1992-1-1:2005), JAV (ACI 318M-11) ir Rusijos (SP 52-101-2003) armuotojo betono konstrukcijų projektavimo normų bei Italijos (CNR-DT 203/2006) ir JAV (ACI 440.1R-06) projektavimo rekomendacijų metodai. Gauti analizės rezultatai suteiks projektuotojams iŠsamesnę informaciją apie kompozitais armuotų betoninių elementų projektavimą, skatins didins Šių inovatyvių medžiagų naudojimo apimtį įvairiose statybinėse konstrukcijose." @default.
• W2023659206 created "2016-06-24" @default.
• W2023659206 creator A5023703800 @default.
• W2023659206 creator A5031868617 @default.
• W2023659206 creator A5047250243 @default.
• W2023659206 creator A5050484806 @default.
• W2023659206 creator A5071117851 @default.
• W2023659206 date "2014-02-05" @default.
• W2023659206 modified "2023-09-29" @default.
• W2023659206 title "ACCURACY ANALYSIS OF DESIGN METHODS FOR CONCRETE BEAMS REINFORCED WITH FIBER REINFORCED POLYMER BARS / KOMPOZITAIS ARMUOTŲ BETONINIŲ ELEMENTŲ PROJEKTAVIMO METODŲ TIKSLUMO ANALIZĖ" @default.
• W2023659206 cites W1984455631 @default.
• W2023659206 cites W2016968991 @default.
• W2023659206 cites W2024618809 @default.
• W2023659206 cites W2037608557 @default.
• W2023659206 cites W2043574056 @default.
• W2023659206 cites W2050892860 @default.
• W2023659206 cites W2069291741 @default.
• W2023659206 cites W2082835582 @default.
• W2023659206 cites W2088231485 @default.
• W2023659206 cites W2134125890 @default.
• W2023659206 cites W2163469622 @default.
• W2023659206 cites W2502759836 @default.
• W2023659206 doi "https://doi.org/10.3846/2029882x.2013.869415" @default.
• W2023659206 hasPublicationYear "2014" @default.
• W2023659206 type Work @default.
• W2023659206 sameAs 2023659206 @default.
• W2023659206 citedByCount "3" @default.
• W2023659206 countsByYear W20236592062014 @default.
• W2023659206 countsByYear W20236592062015 @default.
• W2023659206 crossrefType "journal-article" @default.
• W2023659206 hasAuthorship W2023659206A5023703800 @default.
• W2023659206 hasAuthorship W2023659206A5031868617 @default.
• W2023659206 hasAuthorship W2023659206A5047250243 @default.
• W2023659206 hasAuthorship W2023659206A5050484806 @default.
• W2023659206 hasAuthorship W2023659206A5071117851 @default.
• W2023659206 hasBestOaLocation W20236592061 @default.
• W2023659206 hasConcept C104779481 @default.
• W2023659206 hasConcept C112950240 @default.
• W2023659206 hasConcept C127413603 @default.
• W2023659206 hasConcept C127995812 @default.
• W2023659206 hasConcept C159985019 @default.
• W2023659206 hasConcept C166595027 @default.
• W2023659206 hasConcept C177229083 @default.
• W2023659206 hasConcept C192562407 @default.
• W2023659206 hasConcept C193483257 @default.
• W2023659206 hasConcept C2988805333 @default.
• W2023659206 hasConcept C519885992 @default.
• W2023659206 hasConcept C66938386 @default.
• W2023659206 hasConcept C67203356 @default.
• W2023659206 hasConcept C76344452 @default.
• W2023659206 hasConceptScore W2023659206C104779481 @default.
• W2023659206 hasConceptScore W2023659206C112950240 @default.
• W2023659206 hasConceptScore W2023659206C127413603 @default.
• W2023659206 hasConceptScore W2023659206C127995812 @default.
• W2023659206 hasConceptScore W2023659206C159985019 @default.
• W2023659206 hasConceptScore W2023659206C166595027 @default.
• W2023659206 hasConceptScore W2023659206C177229083 @default.
• W2023659206 hasConceptScore W2023659206C192562407 @default.
• W2023659206 hasConceptScore W2023659206C193483257 @default.
• W2023659206 hasConceptScore W2023659206C2988805333 @default.
• W2023659206 hasConceptScore W2023659206C519885992 @default.
• W2023659206 hasConceptScore W2023659206C66938386 @default.
• W2023659206 hasConceptScore W2023659206C67203356 @default.
• W2023659206 hasConceptScore W2023659206C76344452 @default.
• W2023659206 hasIssue "3" @default.
• W2023659206 hasLocation W20236592061 @default.
• W2023659206 hasOpenAccess W2023659206 @default.
• W2023659206 hasPrimaryLocation W20236592061 @default.
• W2023659206 hasRelatedWork W2053594336 @default.
• W2023659206 hasRelatedWork W2116664297 @default.
• W2023659206 hasRelatedWork W2169947243 @default.
• W2023659206 hasRelatedWork W2322821452 @default.
• W2023659206 hasRelatedWork W2385230281 @default.
• W2023659206 hasRelatedWork W3035815745 @default.
• W2023659206 hasRelatedWork W3122552578 @default.
• W2023659206 hasRelatedWork W3139794476 @default.
• W2023659206 hasRelatedWork W4214882221 @default.
• W2023659206 hasRelatedWork W55177518 @default.
• W2023659206 hasVolume "5" @default.
• W2023659206 isParatext "false" @default.
• W2023659206 isRetracted "false" @default.
• W2023659206 magId "2023659206" @default.
• W2023659206 workType "article" @default.