Matches in SemOpenAlex for { <https://semopenalex.org/work/W4387184196> ?p ?o ?g. }
- W4387184196 endingPage "30" @default.
- W4387184196 startingPage "1" @default.
- W4387184196 abstract "AbstractThe use of thin reinforced concrete slabs for buildings has more advantages than beam supported slabs, slabs with column capitals, and drop-down panels because of its easier construction and economic feasibility. However, it is susceptible to localized failure due to punching shear resulting in progressive collapse of the structure. Therefore, the attempt has been made to study the behaviour of thin reinforced concrete slabs 1200 × 1200 mm having thicknesses of 50 and 30 mm under repeated loading through the experiment and simulations. The mass of the impactor was 60 kg with 35 and 70° angular motion and the corresponding impact velocity were 2.62 and 4.97 m/s, respectively. Based on the member response under static conditions using analytical methods, the flexural failure was found to be more prominent and the ultimate flexural load for 50 mm thick slab was found to be 101.7% higher as compared to 30 mm thick slab. It was concluded that the resistance of the target was found to increase by 36% when the target thickness increased from 30 to 50 mm at 35° pendulum impact whereas the same was found to be 63% increment at 70° pendulum impact, during the first impact. Under repeated impacts, the impulse on both 30 and 50 mm thick slab was found to decrease gradually against 35° pendulum impact whereas the abrupt decrease in impulse was observed at 70° impact. The numerical analysis was performed using ABAQUS/EXPLICIT to predict the response of the slab under multi-impact loading. The numerical model was able to accurately predict the peak impact force on both 30- and 50-mm thick slab, up to the fourth impact.Keywords: Reinforced concrete slablow velocity impactexperimentssimulationsrepeated impact load Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementThe authors confirm that the data supporting the findings of this study are available within the article." @default.
- W4387184196 created "2023-09-30" @default.
- W4387184196 creator A5039811726 @default.
- W4387184196 creator A5082613250 @default.
- W4387184196 date "2023-09-28" @default.
- W4387184196 modified "2023-09-30" @default.
- W4387184196 title "Performance of thin reinforced concrete slabs against low velocity repeated impact load" @default.
- W4387184196 cites W1923699170 @default.
- W4387184196 cites W1964269931 @default.
- W4387184196 cites W1968077152 @default.
- W4387184196 cites W1977370849 @default.
- W4387184196 cites W1979610287 @default.
- W4387184196 cites W1997141268 @default.
- W4387184196 cites W1997897307 @default.
- W4387184196 cites W2006731592 @default.
- W4387184196 cites W2012426375 @default.
- W4387184196 cites W2014412190 @default.
- W4387184196 cites W2017847563 @default.
- W4387184196 cites W2021825145 @default.
- W4387184196 cites W2029274644 @default.
- W4387184196 cites W2049398317 @default.
- W4387184196 cites W2054022137 @default.
- W4387184196 cites W2058697912 @default.
- W4387184196 cites W2084885946 @default.
- W4387184196 cites W2086827153 @default.
- W4387184196 cites W2087243051 @default.
- W4387184196 cites W2104354366 @default.
- W4387184196 cites W2115503479 @default.
- W4387184196 cites W2173060504 @default.
- W4387184196 cites W2251112734 @default.
- W4387184196 cites W2410803851 @default.
- W4387184196 cites W2414764994 @default.
- W4387184196 cites W2465294652 @default.
- W4387184196 cites W2465509367 @default.
- W4387184196 cites W2468457642 @default.
- W4387184196 cites W2592392029 @default.
- W4387184196 cites W2703346553 @default.
- W4387184196 cites W2733339532 @default.
- W4387184196 cites W2758240446 @default.
- W4387184196 cites W2792651082 @default.
- W4387184196 cites W2800737865 @default.
- W4387184196 cites W2889088871 @default.
- W4387184196 cites W2890083083 @default.
- W4387184196 cites W2891138753 @default.
- W4387184196 cites W2895998840 @default.
- W4387184196 cites W2938986762 @default.
- W4387184196 cites W2953415989 @default.
- W4387184196 cites W2990926906 @default.
- W4387184196 cites W2996208811 @default.
- W4387184196 cites W3002359707 @default.
- W4387184196 cites W3003412164 @default.
- W4387184196 cites W3015029175 @default.
- W4387184196 cites W3036862380 @default.
- W4387184196 cites W3043060528 @default.
- W4387184196 cites W3047785254 @default.
- W4387184196 cites W3099971955 @default.
- W4387184196 cites W3124547747 @default.
- W4387184196 cites W3212099775 @default.
- W4387184196 cites W4206228211 @default.
- W4387184196 cites W4212816381 @default.
- W4387184196 cites W4224235962 @default.
- W4387184196 cites W4246324802 @default.
- W4387184196 cites W4282012246 @default.
- W4387184196 cites W4294677062 @default.
- W4387184196 cites W4297328627 @default.
- W4387184196 cites W4299968561 @default.
- W4387184196 cites W4319594311 @default.
- W4387184196 doi "https://doi.org/10.1080/19648189.2023.2259956" @default.
- W4387184196 hasPublicationYear "2023" @default.
- W4387184196 type Work @default.
- W4387184196 citedByCount "0" @default.
- W4387184196 crossrefType "journal-article" @default.
- W4387184196 hasAuthorship W4387184196A5039811726 @default.
- W4387184196 hasAuthorship W4387184196A5082613250 @default.
- W4387184196 hasConcept C113740112 @default.
- W4387184196 hasConcept C121332964 @default.
- W4387184196 hasConcept C127313418 @default.
- W4387184196 hasConcept C127413603 @default.
- W4387184196 hasConcept C159985019 @default.
- W4387184196 hasConcept C178405089 @default.
- W4387184196 hasConcept C187320778 @default.
- W4387184196 hasConcept C192562407 @default.
- W4387184196 hasConcept C2778527123 @default.
- W4387184196 hasConcept C2988805333 @default.
- W4387184196 hasConcept C2993439479 @default.
- W4387184196 hasConcept C62520636 @default.
- W4387184196 hasConcept C66938386 @default.
- W4387184196 hasConcept C70836080 @default.
- W4387184196 hasConceptScore W4387184196C113740112 @default.
- W4387184196 hasConceptScore W4387184196C121332964 @default.
- W4387184196 hasConceptScore W4387184196C127313418 @default.
- W4387184196 hasConceptScore W4387184196C127413603 @default.
- W4387184196 hasConceptScore W4387184196C159985019 @default.
- W4387184196 hasConceptScore W4387184196C178405089 @default.
- W4387184196 hasConceptScore W4387184196C187320778 @default.
- W4387184196 hasConceptScore W4387184196C192562407 @default.
- W4387184196 hasConceptScore W4387184196C2778527123 @default.
- W4387184196 hasConceptScore W4387184196C2988805333 @default.