FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3120485303> ?p ?o ?g. }

• W3120485303 endingPage "111785" @default.
• W3120485303 startingPage "111785" @default.
• W3120485303 abstract "Increased number of studies of the performances of geopolymer concrete (GPC) structures reinforced with fibre reinforced polymer (FRP) under static loadings have been reported recently, aiming at developing an alternative of the traditional constructions with ordinary Portland concrete (OPC) and steel reinforcement because GPC is a sustainable construction material and FRP is corrosion resistant. Study of the dynamic performance of GPC structures reinforced with FRP is, however, very limited. This study experimentally investigates the impact response of ambient cured GPC beams reinforced with different types of fibres and basalt fibre reinforced polymer (BFRP) bars. Four GPC beams reinforced with steel fibres or synthetic fibres and two control beams made of GPC and OPC without fibre reinforcement were cast and cured under ambient conditions. The volume fraction of fibres varied from 0 to 0.5% were used in concrete mix and BFRP bars and stirrups were used for longitudinal and transverse reinforcements respectively. All the beams were tested under drop-weight impact and after impact tests, the damaged beams were monotonically loaded under three-point bending tests to obtain the residual strength. The experimental results demonstrate that the presence of fibres reduced damages in the crushing zone and mitigated the concrete cover spalling at the bottom of the beams. Also, increasing the volume fraction of fibres shifted the crack patterns and failure modes of the beams from shear-flexure to flexural dominance. However, adding fibres had insignificant effects on the peak impact force, reaction forces, and mid-span displacement. The findings from the residual strength tests indicate that the beams with higher fibre dosage which failed in flexural dominance mode under impact loading have smaller residual strength, different from the expected performance observed in the fibre reinforced concrete beams under static load. Discussions are provided to explain these observations." @default.
• W3120485303 created "2021-01-18" @default.
• W3120485303 creator A5004508839 @default.
• W3120485303 creator A5005321102 @default.
• W3120485303 creator A5018444264 @default.
• W3120485303 creator A5060714312 @default.
• W3120485303 creator A5077776108 @default.
• W3120485303 date "2021-03-01" @default.
• W3120485303 modified "2023-10-02" @default.
• W3120485303 title "Impact response of fibre reinforced geopolymer concrete beams with BFRP bars and stirrups" @default.
• W3120485303 cites W1677469619 @default.
• W3120485303 cites W1738513198 @default.
• W3120485303 cites W1879899466 @default.
• W3120485303 cites W1975424830 @default.
• W3120485303 cites W1978657852 @default.
• W3120485303 cites W1985199439 @default.
• W3120485303 cites W2013318136 @default.
• W3120485303 cites W2027144952 @default.
• W3120485303 cites W2045052433 @default.
• W3120485303 cites W2046526860 @default.
• W3120485303 cites W2046627943 @default.
• W3120485303 cites W2047416516 @default.
• W3120485303 cites W2049218524 @default.
• W3120485303 cites W2054880819 @default.
• W3120485303 cites W2057507706 @default.
• W3120485303 cites W2065302195 @default.
• W3120485303 cites W2072853493 @default.
• W3120485303 cites W2093985858 @default.
• W3120485303 cites W2110454722 @default.
• W3120485303 cites W2210610763 @default.
• W3120485303 cites W2260266280 @default.
• W3120485303 cites W2461904593 @default.
• W3120485303 cites W2529412566 @default.
• W3120485303 cites W2562053550 @default.
• W3120485303 cites W2605055400 @default.
• W3120485303 cites W2612619988 @default.
• W3120485303 cites W2613078816 @default.
• W3120485303 cites W2739325298 @default.
• W3120485303 cites W2759961306 @default.
• W3120485303 cites W2766785884 @default.
• W3120485303 cites W2769240312 @default.
• W3120485303 cites W2769540550 @default.
• W3120485303 cites W2778971407 @default.
• W3120485303 cites W2793666179 @default.
• W3120485303 cites W2864900660 @default.
• W3120485303 cites W2909192720 @default.
• W3120485303 cites W2909623353 @default.
• W3120485303 cites W2938986762 @default.
• W3120485303 cites W2947829943 @default.
• W3120485303 cites W2970324188 @default.
• W3120485303 cites W2976436283 @default.
• W3120485303 cites W2981579210 @default.
• W3120485303 cites W2989488456 @default.
• W3120485303 cites W2996992510 @default.
• W3120485303 cites W2998232152 @default.
• W3120485303 cites W2998564922 @default.
• W3120485303 cites W3011634094 @default.
• W3120485303 cites W3015029175 @default.
• W3120485303 cites W3091646251 @default.
• W3120485303 cites W3107381542 @default.
• W3120485303 cites W600180812 @default.
• W3120485303 doi "https://doi.org/10.1016/j.engstruct.2020.111785" @default.
• W3120485303 hasPublicationYear "2021" @default.
• W3120485303 type Work @default.
• W3120485303 sameAs 3120485303 @default.
• W3120485303 citedByCount "34" @default.
• W3120485303 countsByYear W31204853032021 @default.
• W3120485303 countsByYear W31204853032022 @default.
• W3120485303 countsByYear W31204853032023 @default.
• W3120485303 crossrefType "journal-article" @default.
• W3120485303 hasAuthorship W3120485303A5004508839 @default.
• W3120485303 hasAuthorship W3120485303A5005321102 @default.
• W3120485303 hasAuthorship W3120485303A5018444264 @default.
• W3120485303 hasAuthorship W3120485303A5060714312 @default.
• W3120485303 hasAuthorship W3120485303A5077776108 @default.
• W3120485303 hasConcept C127413603 @default.
• W3120485303 hasConcept C159985019 @default.
• W3120485303 hasConcept C178405089 @default.
• W3120485303 hasConcept C192562407 @default.
• W3120485303 hasConcept C20625102 @default.
• W3120485303 hasConcept C2780021121 @default.
• W3120485303 hasConcept C523993062 @default.
• W3120485303 hasConcept C64355373 @default.
• W3120485303 hasConcept C65590680 @default.
• W3120485303 hasConcept C66938386 @default.
• W3120485303 hasConcept C67203356 @default.
• W3120485303 hasConcept C76344452 @default.
• W3120485303 hasConcept C87210426 @default.
• W3120485303 hasConceptScore W3120485303C127413603 @default.
• W3120485303 hasConceptScore W3120485303C159985019 @default.
• W3120485303 hasConceptScore W3120485303C178405089 @default.
• W3120485303 hasConceptScore W3120485303C192562407 @default.
• W3120485303 hasConceptScore W3120485303C20625102 @default.
• W3120485303 hasConceptScore W3120485303C2780021121 @default.
• W3120485303 hasConceptScore W3120485303C523993062 @default.
• W3120485303 hasConceptScore W3120485303C64355373 @default.
• W3120485303 hasConceptScore W3120485303C65590680 @default.
• W3120485303 hasConceptScore W3120485303C66938386 @default.

• next