FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2713757112> ?p ?o ?g. }

• W2713757112 endingPage "344" @default.
• W2713757112 startingPage "331" @default.
• W2713757112 abstract "To improve upon the bearing capacities of short circular concrete columns strengthened with carbon fiber reinforced polymer (CFRP) sheets, this paper conducted experimental and numerical investigations to study the influencing factors on the compressive strength of CFRP-strengthened concrete columns, including the preloading of columns, the prestressing applied to CFRP sheets and the number of layers of CFRP sheets. The test columns consisted of an un-strengthened control column in addition to 10 preloaded and non-preloaded columns strengthened in compression with one or two CFRP layers at prestress levels of either 300 MPa or 600 MPa. These columns were tested under an axial load. The failure modes, stress changes, bearing capacities and load–longitudinal displacement behaviors of the tested specimens were recorded and discussed. Furthermore, the finite element models (FEM) of 10 strengthened columns were developed and validated by comparing the load–longitudinal displacement curves obtained through finite element analysis (FEA) with those retrieved experimentally. A parametric study was subsequently performed using the validated FEM to investigate the effects of preloading, prestressing and the number of CFRP layers. The parametric study demonstrated that the strain lag caused by preloading was negatively related to the compressive strength of the CFRP-strengthened columns. In addition, prestressing could reduce the negative effects of preloading and could improve on the utilization of CFRP tensile strength. Furthermore, the yield load of CFRP-strengthened concrete columns was improved correlative with an increment of the number of layers and the prestress levels of the CFRP sheets. Conversely, whereas the ultimate load only improved with an increment of the number of layers of CFRP sheets, it had no obvious relationship with the prestress levels of the CFRP sheets and was instead related to their ultimate tensile strength. Based on the test data, the bearing capacity formulas for preloaded and non-preloaded short circular concrete columns strengthened with prestressed CFRP sheets were proposed. Subsequently, the presented formulas were confirmed to be reasonably accurate by comparing the bearing capacities calculated numerically with those measured experimentally." @default.
• W2713757112 created "2017-06-30" @default.
• W2713757112 creator A5003004897 @default.
• W2713757112 creator A5086223076 @default.
• W2713757112 date "2017-10-01" @default.
• W2713757112 modified "2023-10-16" @default.
• W2713757112 title "Design method for concrete columns strengthened with prestressed CFRP sheets" @default.
• W2713757112 cites W1609489979 @default.
• W2713757112 cites W1965371126 @default.
• W2713757112 cites W1966781214 @default.
• W2713757112 cites W1974536915 @default.
• W2713757112 cites W1988369193 @default.
• W2713757112 cites W1994223899 @default.
• W2713757112 cites W2010102733 @default.
• W2713757112 cites W2011172229 @default.
• W2713757112 cites W2014606762 @default.
• W2713757112 cites W2014764300 @default.
• W2713757112 cites W2024810861 @default.
• W2713757112 cites W2026267977 @default.
• W2713757112 cites W2031894776 @default.
• W2713757112 cites W2054418567 @default.
• W2713757112 cites W2062714584 @default.
• W2713757112 cites W2077708762 @default.
• W2713757112 cites W2092032805 @default.
• W2713757112 cites W2126428167 @default.
• W2713757112 cites W2181646211 @default.
• W2713757112 cites W2239072625 @default.
• W2713757112 cites W2320486612 @default.
• W2713757112 cites W2511082074 @default.
• W2713757112 cites W2531011027 @default.
• W2713757112 cites W2557997526 @default.
• W2713757112 cites W2559679492 @default.
• W2713757112 cites W2606432044 @default.
• W2713757112 doi "https://doi.org/10.1016/j.conbuildmat.2017.06.104" @default.
• W2713757112 hasPublicationYear "2017" @default.
• W2713757112 type Work @default.
• W2713757112 sameAs 2713757112 @default.
• W2713757112 citedByCount "11" @default.
• W2713757112 countsByYear W27137571122019 @default.
• W2713757112 countsByYear W27137571122020 @default.
• W2713757112 countsByYear W27137571122021 @default.
• W2713757112 countsByYear W27137571122022 @default.
• W2713757112 countsByYear W27137571122023 @default.
• W2713757112 crossrefType "journal-article" @default.
• W2713757112 hasAuthorship W2713757112A5003004897 @default.
• W2713757112 hasAuthorship W2713757112A5086223076 @default.
• W2713757112 hasConcept C105795698 @default.
• W2713757112 hasConcept C107551265 @default.
• W2713757112 hasConcept C112950240 @default.
• W2713757112 hasConcept C117251300 @default.
• W2713757112 hasConcept C127413603 @default.
• W2713757112 hasConcept C135628077 @default.
• W2713757112 hasConcept C15744967 @default.
• W2713757112 hasConcept C159985019 @default.
• W2713757112 hasConcept C180016635 @default.
• W2713757112 hasConcept C192562407 @default.
• W2713757112 hasConcept C203373105 @default.
• W2713757112 hasConcept C2777178879 @default.
• W2713757112 hasConcept C2988805333 @default.
• W2713757112 hasConcept C30407753 @default.
• W2713757112 hasConcept C33923547 @default.
• W2713757112 hasConcept C542102704 @default.
• W2713757112 hasConcept C66938386 @default.
• W2713757112 hasConceptScore W2713757112C105795698 @default.
• W2713757112 hasConceptScore W2713757112C107551265 @default.
• W2713757112 hasConceptScore W2713757112C112950240 @default.
• W2713757112 hasConceptScore W2713757112C117251300 @default.
• W2713757112 hasConceptScore W2713757112C127413603 @default.
• W2713757112 hasConceptScore W2713757112C135628077 @default.
• W2713757112 hasConceptScore W2713757112C15744967 @default.
• W2713757112 hasConceptScore W2713757112C159985019 @default.
• W2713757112 hasConceptScore W2713757112C180016635 @default.
• W2713757112 hasConceptScore W2713757112C192562407 @default.
• W2713757112 hasConceptScore W2713757112C203373105 @default.
• W2713757112 hasConceptScore W2713757112C2777178879 @default.
• W2713757112 hasConceptScore W2713757112C2988805333 @default.
• W2713757112 hasConceptScore W2713757112C30407753 @default.
• W2713757112 hasConceptScore W2713757112C33923547 @default.
• W2713757112 hasConceptScore W2713757112C542102704 @default.
• W2713757112 hasConceptScore W2713757112C66938386 @default.
• W2713757112 hasFunder F4320321001 @default.
• W2713757112 hasLocation W27137571121 @default.
• W2713757112 hasOpenAccess W2713757112 @default.
• W2713757112 hasPrimaryLocation W27137571121 @default.
• W2713757112 hasRelatedWork W1960979669 @default.
• W2713757112 hasRelatedWork W2071344163 @default.
• W2713757112 hasRelatedWork W2359311859 @default.
• W2713757112 hasRelatedWork W2369032656 @default.
• W2713757112 hasRelatedWork W2374505547 @default.
• W2713757112 hasRelatedWork W2610428135 @default.
• W2713757112 hasRelatedWork W2791798677 @default.
• W2713757112 hasRelatedWork W2801449676 @default.
• W2713757112 hasRelatedWork W2939424202 @default.
• W2713757112 hasRelatedWork W4322154572 @default.
• W2713757112 hasVolume "151" @default.
• W2713757112 isParatext "false" @default.
• W2713757112 isRetracted "false" @default.
• W2713757112 magId "2713757112" @default.

• next