Matches in SemOpenAlex for { <https://semopenalex.org/work/W2892619993> ?p ?o ?g. }
Showing items 1 to 75 of
75
with 100 items per page.
- W2892619993 endingPage "604" @default.
- W2892619993 startingPage "593" @default.
- W2892619993 abstract "Through the flexural behavior test of coral aggregate reinforced concrete beams (CARCB) and ordinary Portland reinforced concrete beams (OPRCB), and based on the parameters of concrete types, concrete strength grades and reinforcement ratios, the crack development, failure mode, midspan deflection and flexural capacity were studied, the relationships of bending moment-midspan deflection, load-longitudinal tensile reinforcement strain, load-maximum crack width were established, and a calculation model for the flexural capacity of CARCB was suggested. The results showed that with the increase in the reinforcement ratio and concrete strength grade, the crack bending moment (Mcr) and ultimate bending moment (Mu) of CARCB gradually increased. The characteristics of CARCB and OPRCB are basically the same. Furthermore, through increasing the concrete strength grade and reinforcement ratio, Mcr/Mu could be increased to delay the cracking of CARCB. As the load increased, crack width (w) would also increase. At the beginning of the loading, w increased slowly. And then it increased rapidly when the load reached to the ultimate load, which then led to beam failure. Meanwhile, with a comprehensive consideration of the effects of steel corrosion on the loss of steel section and the decrease of steel yield strength, a more reasonable calculation model for the flexural capacity of CARCB was proposed." @default.
- W2892619993 created "2018-10-05" @default.
- W2892619993 creator A5016675493 @default.
- W2892619993 creator A5055761512 @default.
- W2892619993 creator A5061179226 @default.
- W2892619993 creator A5068620667 @default.
- W2892619993 date "2018-09-26" @default.
- W2892619993 modified "2023-10-18" @default.
- W2892619993 title "Research on Flexural Behavior of Coral Aggregate Reinforced Concrete Beams" @default.
- W2892619993 cites W1969863155 @default.
- W2892619993 cites W2092432058 @default.
- W2892619993 cites W2466783852 @default.
- W2892619993 cites W2475100056 @default.
- W2892619993 cites W2604464187 @default.
- W2892619993 doi "https://doi.org/10.1007/s13344-018-0061-6" @default.
- W2892619993 hasPublicationYear "2018" @default.
- W2892619993 type Work @default.
- W2892619993 sameAs 2892619993 @default.
- W2892619993 citedByCount "16" @default.
- W2892619993 countsByYear W28926199932020 @default.
- W2892619993 countsByYear W28926199932021 @default.
- W2892619993 countsByYear W28926199932022 @default.
- W2892619993 countsByYear W28926199932023 @default.
- W2892619993 crossrefType "journal-article" @default.
- W2892619993 hasAuthorship W2892619993A5016675493 @default.
- W2892619993 hasAuthorship W2892619993A5055761512 @default.
- W2892619993 hasAuthorship W2892619993A5061179226 @default.
- W2892619993 hasAuthorship W2892619993A5068620667 @default.
- W2892619993 hasBestOaLocation W28926199932 @default.
- W2892619993 hasConcept C111368507 @default.
- W2892619993 hasConcept C127313418 @default.
- W2892619993 hasConcept C127413603 @default.
- W2892619993 hasConcept C143020374 @default.
- W2892619993 hasConcept C159985019 @default.
- W2892619993 hasConcept C178405089 @default.
- W2892619993 hasConcept C187320778 @default.
- W2892619993 hasConcept C192562407 @default.
- W2892619993 hasConcept C2988805333 @default.
- W2892619993 hasConcept C4679612 @default.
- W2892619993 hasConcept C66938386 @default.
- W2892619993 hasConcept C80019733 @default.
- W2892619993 hasConceptScore W2892619993C111368507 @default.
- W2892619993 hasConceptScore W2892619993C127313418 @default.
- W2892619993 hasConceptScore W2892619993C127413603 @default.
- W2892619993 hasConceptScore W2892619993C143020374 @default.
- W2892619993 hasConceptScore W2892619993C159985019 @default.
- W2892619993 hasConceptScore W2892619993C178405089 @default.
- W2892619993 hasConceptScore W2892619993C187320778 @default.
- W2892619993 hasConceptScore W2892619993C192562407 @default.
- W2892619993 hasConceptScore W2892619993C2988805333 @default.
- W2892619993 hasConceptScore W2892619993C4679612 @default.
- W2892619993 hasConceptScore W2892619993C66938386 @default.
- W2892619993 hasConceptScore W2892619993C80019733 @default.
- W2892619993 hasIssue "5" @default.
- W2892619993 hasLocation W28926199931 @default.
- W2892619993 hasLocation W28926199932 @default.
- W2892619993 hasOpenAccess W2892619993 @default.
- W2892619993 hasPrimaryLocation W28926199931 @default.
- W2892619993 hasRelatedWork W2045599330 @default.
- W2892619993 hasRelatedWork W2119629383 @default.
- W2892619993 hasRelatedWork W2120202288 @default.
- W2892619993 hasRelatedWork W2355535078 @default.
- W2892619993 hasRelatedWork W2365921456 @default.
- W2892619993 hasRelatedWork W2370705523 @default.
- W2892619993 hasRelatedWork W2602210072 @default.
- W2892619993 hasRelatedWork W2795335280 @default.
- W2892619993 hasRelatedWork W3123725281 @default.
- W2892619993 hasRelatedWork W754578766 @default.
- W2892619993 hasVolume "32" @default.
- W2892619993 isParatext "false" @default.
- W2892619993 isRetracted "false" @default.
- W2892619993 magId "2892619993" @default.
- W2892619993 workType "article" @default.