FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2766373504> ?p ?o ?g. }

• W2766373504 endingPage "221" @default.
• W2766373504 startingPage "203" @default.
• W2766373504 abstract "Purpose The purpose of this paper is to present the results of experimental testing of steel rebars at elevated temperatures. Three types of bars available in the local market in Pakistan were used. These data are not available in Pakistan. Design/methodology/approach Three types of bars were used, which included cold-twisted ribbed (CTR), hot-rolled deformed (HRD) and thermo-mechanically treated (TMT) bars. The diameter of the bar of each type was 16 mm. The bars were heated in an electrical furnace at temperatures which were varied from 100°C to 900°C in increment of 100°C. Bars of each type were also tested at ambient temperature as control specimens. The change of strength, strain and modulus of elasticity of the bars at high temperatures were determined. Findings The mechanical properties of the bars were nearly unaffected by the temperatures up to 200°C. CTR bars did not show yield plateau and strain hardening both at ambient and high temperatures. The high temperature yield strength and elastic modulus for all the three types of bars were similar at all temperatures. The yield plateau of both the HRD and TMT bars disappeared at temperatures greater than 300°C. The ultimate strength at high temperature of the HRD and TMT bars was also similar. The behaviours of the HRD and TMT bars changed to brittle beyond 400°C as compared to their behaviours at ambient temperature. The CTR bars exhibited ductile characteristics at failure at all the exposure temperatures relative to their behaviour at ambient temperature. Research limitations/implications The parameters of the paper included the rebar type and heating temperature and the effects of temperature on strength and stiffness properties of the steel bars. Practical implications Building fire incidents have increased in Pakistan. As reinforced concrete (RC) buildings exist in the country in significant numbers, the data related to elevated temperature properties of steel is required. These data are not available in Pakistan presently. The presented paper aims at providing this information for the design engineers to enable them to assess and increase fire resistance of RC structural members. Originality/value The presented paper is unique in its nature in that there is no published contribution to date, to the best of authors’ knowledge, which has been carried out to assess the temperature-dependent mechanical properties of steel reinforcing bars available in Pakistan." @default.
• W2766373504 created "2017-11-10" @default.
• W2766373504 creator A5038713037 @default.
• W2766373504 creator A5077900446 @default.
• W2766373504 creator A5080091380 @default.
• W2766373504 date "2017-10-17" @default.
• W2766373504 modified "2023-10-14" @default.
• W2766373504 title "High temperature mechanical properties of steel bars available in Pakistan" @default.
• W2766373504 cites W1879915700 @default.
• W2766373504 cites W1964030860 @default.
• W2766373504 cites W1969778561 @default.
• W2766373504 cites W1977511130 @default.
• W2766373504 cites W1981830872 @default.
• W2766373504 cites W1994878768 @default.
• W2766373504 cites W1995690145 @default.
• W2766373504 cites W1998433765 @default.
• W2766373504 cites W2002829160 @default.
• W2766373504 cites W2018440568 @default.
• W2766373504 cites W2024395962 @default.
• W2766373504 cites W2024618809 @default.
• W2766373504 cites W2026699537 @default.
• W2766373504 cites W2032786607 @default.
• W2766373504 cites W2035811882 @default.
• W2766373504 cites W2051674989 @default.
• W2766373504 cites W2054572065 @default.
• W2766373504 cites W2062974585 @default.
• W2766373504 cites W2065181899 @default.
• W2766373504 cites W2065972446 @default.
• W2766373504 cites W2066743694 @default.
• W2766373504 cites W2075661629 @default.
• W2766373504 cites W2077928893 @default.
• W2766373504 cites W2078616134 @default.
• W2766373504 cites W2078644134 @default.
• W2766373504 cites W2082008859 @default.
• W2766373504 cites W2088802576 @default.
• W2766373504 cites W2094486309 @default.
• W2766373504 cites W2103524319 @default.
• W2766373504 cites W2134125890 @default.
• W2766373504 cites W2143097427 @default.
• W2766373504 cites W2155994224 @default.
• W2766373504 doi "https://doi.org/10.1108/jsfe-06-2017-0035" @default.
• W2766373504 hasPublicationYear "2017" @default.
• W2766373504 type Work @default.
• W2766373504 sameAs 2766373504 @default.
• W2766373504 citedByCount "3" @default.
• W2766373504 countsByYear W27663735042020 @default.
• W2766373504 countsByYear W27663735042022 @default.
• W2766373504 crossrefType "journal-article" @default.
• W2766373504 hasAuthorship W2766373504A5038713037 @default.
• W2766373504 hasAuthorship W2766373504A5077900446 @default.
• W2766373504 hasAuthorship W2766373504A5080091380 @default.
• W2766373504 hasConcept C121332964 @default.
• W2766373504 hasConcept C134121241 @default.
• W2766373504 hasConcept C134306372 @default.
• W2766373504 hasConcept C136478896 @default.
• W2766373504 hasConcept C153294291 @default.
• W2766373504 hasConcept C156413551 @default.
• W2766373504 hasConcept C159985019 @default.
• W2766373504 hasConcept C188721877 @default.
• W2766373504 hasConcept C192562407 @default.
• W2766373504 hasConcept C2780030769 @default.
• W2766373504 hasConcept C33923547 @default.
• W2766373504 hasConcept C43486711 @default.
• W2766373504 hasConceptScore W2766373504C121332964 @default.
• W2766373504 hasConceptScore W2766373504C134121241 @default.
• W2766373504 hasConceptScore W2766373504C134306372 @default.
• W2766373504 hasConceptScore W2766373504C136478896 @default.
• W2766373504 hasConceptScore W2766373504C153294291 @default.
• W2766373504 hasConceptScore W2766373504C156413551 @default.
• W2766373504 hasConceptScore W2766373504C159985019 @default.
• W2766373504 hasConceptScore W2766373504C188721877 @default.
• W2766373504 hasConceptScore W2766373504C192562407 @default.
• W2766373504 hasConceptScore W2766373504C2780030769 @default.
• W2766373504 hasConceptScore W2766373504C33923547 @default.
• W2766373504 hasConceptScore W2766373504C43486711 @default.
• W2766373504 hasIssue "3" @default.
• W2766373504 hasLocation W27663735041 @default.
• W2766373504 hasOpenAccess W2766373504 @default.
• W2766373504 hasPrimaryLocation W27663735041 @default.
• W2766373504 hasRelatedWork W1512319868 @default.
• W2766373504 hasRelatedWork W1964226509 @default.
• W2766373504 hasRelatedWork W1992399540 @default.
• W2766373504 hasRelatedWork W1999239633 @default.
• W2766373504 hasRelatedWork W2006502518 @default.
• W2766373504 hasRelatedWork W2014569651 @default.
• W2766373504 hasRelatedWork W2076485661 @default.
• W2766373504 hasRelatedWork W2609892946 @default.
• W2766373504 hasRelatedWork W2991685631 @default.
• W2766373504 hasRelatedWork W3112035085 @default.
• W2766373504 hasVolume "9" @default.
• W2766373504 isParatext "false" @default.
• W2766373504 isRetracted "false" @default.
• W2766373504 magId "2766373504" @default.
• W2766373504 workType "article" @default.