FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W1022558548> ?p ?o ?g. }

• W1022558548 abstract "An experimental program was conducted to investigate the structural behaviour of two-way slabs made with Self-consolidating concrete (SCC). Four different SCC mixtures were developed with targeted compressive strength of 30 MPa. Mixtures A and B contained maximum coarse aggregate size of 10 mm, and coarse to fine aggregate ratio (C/F) of 0.70 and 1.20, respectively. Mixtures C and D contained a larger coarse aggregate size of 20 mm, and (C/F) of 0.70 and 1.20, respectively. The properties of the fresh and hardened concrete for each mixture were measured.Each concrete mixture was used to construct three slabs with different thicknesses of 150 mm, 200 mm, and 250 mm. Thus, a total of twelve slabs were tested in the experimental program. All test slabs had a reinforcement ratio of approximately 1.0%. Hence, the main parameters in the experimental program were the coarse aggregate size, coarse to fine aggregate ratio, and slab depth. The structural behaviour of the slabs was examined under static monotonic load with regard to the deformations, strains in the reinforcement and concrete, ultimate capacity, modes of failure, and crack development.The C/F ratio and maximum aggregate size do not show significant influence on the slab deformation characteristics such as deflection, stiffness, ductility and energy absorption, steel and concrete strains and cracking characteristics. The slab thickness has the most significant effect among the test parameters on the behaviour of the test slabs. The depth and aggregate size are the most influential parameters on the capacity of the slab; increasing the slab thickness lead to a decrease in the normalized shear strength of the slab while increasing the aggregate size lead to an increase in the normalized shear strength of the slab.The Critical Shear Crack Theory (CSCT) by Muttoni (2008) is able to reasonably predict the structural behaviour of the test slabs. However, the predictions of the capacity by the CSCT had a high scatter. In addition, the test results did not show any clear trend in the relationship between the aggregate size and the slab rotation.The Canadian Code (CSA A23.3-04), the American Code (ACI 318-11) and the British Code (BS8110-97) give safe predictions of the capacity of the SCC test slabs. The predictions of those codes are more conservative and have less scatter when applied to SCC slabs with 20 mm coarse aggregate size compared to those with 10 mm coarse aggregate size. Therefore, these codes can be safely used to check the punching shear capacity of SCC slabs without the need of any modification to the equations used for such shear check. The predictions of the Eurocode (EC2) are unsafe for most of the slabs with thicknesses of 200 mm and 250 mm. Hence, further research is needed to examine the use of EC2 in the design of SCC slabs for punching shear." @default.
• W1022558548 created "2016-06-24" @default.
• W1022558548 creator A5029772101 @default.
• W1022558548 date "2015-05-01" @default.
• W1022558548 modified "2023-09-28" @default.
• W1022558548 title "Punching shear of self-consolidated two-way slabs" @default.
• W1022558548 cites W149396994 @default.
• W1022558548 cites W1516778054 @default.
• W1022558548 cites W1923699170 @default.
• W1022558548 cites W2239673496 @default.
• W1022558548 cites W259194774 @default.
• W1022558548 cites W94889667 @default.
• W1022558548 cites W95853541 @default.
• W1022558548 hasPublicationYear "2015" @default.
• W1022558548 type Work @default.
• W1022558548 sameAs 1022558548 @default.
• W1022558548 citedByCount "0" @default.
• W1022558548 crossrefType "dissertation" @default.
• W1022558548 hasAuthorship W1022558548A5029772101 @default.
• W1022558548 hasConcept C113740112 @default.
• W1022558548 hasConcept C120665830 @default.
• W1022558548 hasConcept C121332964 @default.
• W1022558548 hasConcept C127413603 @default.
• W1022558548 hasConcept C159985019 @default.
• W1022558548 hasConcept C192562407 @default.
• W1022558548 hasConcept C2778527123 @default.
• W1022558548 hasConcept C2779372316 @default.
• W1022558548 hasConcept C2781355719 @default.
• W1022558548 hasConcept C30407753 @default.
• W1022558548 hasConcept C4679612 @default.
• W1022558548 hasConcept C58396970 @default.
• W1022558548 hasConcept C66938386 @default.
• W1022558548 hasConcept C67203356 @default.
• W1022558548 hasConceptScore W1022558548C113740112 @default.
• W1022558548 hasConceptScore W1022558548C120665830 @default.
• W1022558548 hasConceptScore W1022558548C121332964 @default.
• W1022558548 hasConceptScore W1022558548C127413603 @default.
• W1022558548 hasConceptScore W1022558548C159985019 @default.
• W1022558548 hasConceptScore W1022558548C192562407 @default.
• W1022558548 hasConceptScore W1022558548C2778527123 @default.
• W1022558548 hasConceptScore W1022558548C2779372316 @default.
• W1022558548 hasConceptScore W1022558548C2781355719 @default.
• W1022558548 hasConceptScore W1022558548C30407753 @default.
• W1022558548 hasConceptScore W1022558548C4679612 @default.
• W1022558548 hasConceptScore W1022558548C58396970 @default.
• W1022558548 hasConceptScore W1022558548C66938386 @default.
• W1022558548 hasConceptScore W1022558548C67203356 @default.
• W1022558548 hasLocation W10225585481 @default.
• W1022558548 hasOpenAccess W1022558548 @default.
• W1022558548 hasPrimaryLocation W10225585481 @default.
• W1022558548 hasRelatedWork W133058070 @default.
• W1022558548 hasRelatedWork W1793394389 @default.
• W1022558548 hasRelatedWork W2008109547 @default.
• W1022558548 hasRelatedWork W2023980933 @default.
• W1022558548 hasRelatedWork W2024990679 @default.
• W1022558548 hasRelatedWork W2347726793 @default.
• W1022558548 hasRelatedWork W2560276986 @default.
• W1022558548 hasRelatedWork W2771097207 @default.
• W1022558548 hasRelatedWork W2946391395 @default.
• W1022558548 hasRelatedWork W2970213058 @default.
• W1022558548 hasRelatedWork W2979322489 @default.
• W1022558548 hasRelatedWork W2981274376 @default.
• W1022558548 hasRelatedWork W2997709242 @default.
• W1022558548 hasRelatedWork W3012457113 @default.
• W1022558548 hasRelatedWork W3017457399 @default.
• W1022558548 hasRelatedWork W3160361864 @default.
• W1022558548 hasRelatedWork W3210783010 @default.
• W1022558548 hasRelatedWork W63470132 @default.
• W1022558548 hasRelatedWork W791052923 @default.
• W1022558548 hasRelatedWork W2461110460 @default.
• W1022558548 isParatext "false" @default.
• W1022558548 isRetracted "false" @default.
• W1022558548 magId "1022558548" @default.
• W1022558548 workType "dissertation" @default.