Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386643485> ?p ?o ?g. }
Showing items 1 to 85 of
85
with 100 items per page.
- W4386643485 endingPage "9207" @default.
- W4386643485 startingPage "9203" @default.
- W4386643485 abstract "Artificial intelligence (AI) and statistical methods are used in various fields and have played a vital role in investigating the deflection and strain of reinforced green concrete beams made with partial replacement of recycled concrete aggregates under sustained loading. The methods used to assess structural contributors are time-saving and cost-effective compared to experimental evaluation. This study investigated the numerical modeling of reinforced concrete beams produced by replacing 50% of coarse natural aggregates with demolished vintage concrete under sustained loading. Multivariate regression analysis was used to determine the mathematical equations for long-term deflection and stress from experimental data of 6, 9, and 12 months of loading. Three software suites were used for the regression analysis, namely NCSS, Matlab, and Microsoft Excel. Six beams were cast using demolished concrete as 50% of coarse aggregates to test and validate the regression equations, where three of them were examined for two months of sustained loading and the other three for three months. The regression results were in accordance with the experimental observations with a maximum error of 10.34%. Therefore, the provided regression equations for deflection and pressure could be used to estimate the parameters of reinforced concrete beams." @default.
- W4386643485 created "2023-09-13" @default.
- W4386643485 creator A5016720553 @default.
- W4386643485 creator A5042011049 @default.
- W4386643485 creator A5048926304 @default.
- W4386643485 creator A5050235705 @default.
- W4386643485 creator A5065759221 @default.
- W4386643485 date "2022-10-02" @default.
- W4386643485 modified "2023-10-18" @default.
- W4386643485 title "Investigating the Deflection and Strain of Reinforced Green Concrete Beams Made With Partial Replacement of RCA under Sustained Loading" @default.
- W4386643485 cites W2063795320 @default.
- W4386643485 cites W2072459226 @default.
- W4386643485 cites W2088053778 @default.
- W4386643485 cites W2120505807 @default.
- W4386643485 cites W2556951775 @default.
- W4386643485 cites W2626371998 @default.
- W4386643485 cites W2801361528 @default.
- W4386643485 cites W2921965133 @default.
- W4386643485 cites W2941554157 @default.
- W4386643485 cites W2946950602 @default.
- W4386643485 cites W2951907640 @default.
- W4386643485 cites W2952078393 @default.
- W4386643485 cites W2961108200 @default.
- W4386643485 cites W2971491770 @default.
- W4386643485 cites W2979431927 @default.
- W4386643485 cites W3174472514 @default.
- W4386643485 cites W4285402088 @default.
- W4386643485 doi "https://doi.org/10.48084/etasr.5170" @default.
- W4386643485 hasPublicationYear "2022" @default.
- W4386643485 type Work @default.
- W4386643485 citedByCount "1" @default.
- W4386643485 countsByYear W43866434852023 @default.
- W4386643485 crossrefType "journal-article" @default.
- W4386643485 hasAuthorship W4386643485A5016720553 @default.
- W4386643485 hasAuthorship W4386643485A5042011049 @default.
- W4386643485 hasAuthorship W4386643485A5048926304 @default.
- W4386643485 hasAuthorship W4386643485A5050235705 @default.
- W4386643485 hasAuthorship W4386643485A5065759221 @default.
- W4386643485 hasBestOaLocation W43866434851 @default.
- W4386643485 hasConcept C105795698 @default.
- W4386643485 hasConcept C111919701 @default.
- W4386643485 hasConcept C120665830 @default.
- W4386643485 hasConcept C121332964 @default.
- W4386643485 hasConcept C127413603 @default.
- W4386643485 hasConcept C152877465 @default.
- W4386643485 hasConcept C192562407 @default.
- W4386643485 hasConcept C2780365114 @default.
- W4386643485 hasConcept C2781355719 @default.
- W4386643485 hasConcept C2988805333 @default.
- W4386643485 hasConcept C33923547 @default.
- W4386643485 hasConcept C41008148 @default.
- W4386643485 hasConcept C66938386 @default.
- W4386643485 hasConceptScore W4386643485C105795698 @default.
- W4386643485 hasConceptScore W4386643485C111919701 @default.
- W4386643485 hasConceptScore W4386643485C120665830 @default.
- W4386643485 hasConceptScore W4386643485C121332964 @default.
- W4386643485 hasConceptScore W4386643485C127413603 @default.
- W4386643485 hasConceptScore W4386643485C152877465 @default.
- W4386643485 hasConceptScore W4386643485C192562407 @default.
- W4386643485 hasConceptScore W4386643485C2780365114 @default.
- W4386643485 hasConceptScore W4386643485C2781355719 @default.
- W4386643485 hasConceptScore W4386643485C2988805333 @default.
- W4386643485 hasConceptScore W4386643485C33923547 @default.
- W4386643485 hasConceptScore W4386643485C41008148 @default.
- W4386643485 hasConceptScore W4386643485C66938386 @default.
- W4386643485 hasIssue "5" @default.
- W4386643485 hasLocation W43866434851 @default.
- W4386643485 hasOpenAccess W4386643485 @default.
- W4386643485 hasPrimaryLocation W43866434851 @default.
- W4386643485 hasRelatedWork W1017828488 @default.
- W4386643485 hasRelatedWork W123121913 @default.
- W4386643485 hasRelatedWork W1991923508 @default.
- W4386643485 hasRelatedWork W2001052985 @default.
- W4386643485 hasRelatedWork W2322471914 @default.
- W4386643485 hasRelatedWork W2348055677 @default.
- W4386643485 hasRelatedWork W2353433747 @default.
- W4386643485 hasRelatedWork W2899084033 @default.
- W4386643485 hasRelatedWork W562786920 @default.
- W4386643485 hasRelatedWork W604059339 @default.
- W4386643485 hasVolume "12" @default.
- W4386643485 isParatext "false" @default.
- W4386643485 isRetracted "false" @default.
- W4386643485 workType "article" @default.