Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386823892> ?p ?o ?g. }
- W4386823892 endingPage "116887" @default.
- W4386823892 startingPage "116887" @default.
- W4386823892 abstract "This paper presents the results of a detailed experimental, numerical and analytical study to investigate the flexural bending performance of prefabricated demountable composite beams (PDCBs) with bolted shear connectors. Four full–scale tests were carried out for two profiled steel decking configurations (parallel and perpendicular to the steel section) with two different degrees of shear connection. The experimental results were used to validate a numerical simulation model established by the ABAQUS platform. A detailed parametric study was then performed using the validated numerical model to evaluate the effects of using different numbers of bolted shear connectors. The experimental results show that the final failure modes of the demountable composite beams are the same as conventional composite beams using welded shear studs, and the demountable composite beams behavior is ductile. The results of a comparison of load carrying capacity and elastic stiffness of the demountable beams calculated using the analytical equations for conventional composite beams against the experimental and numerical simulation results for the demountable composite beams confirm that the conventional composite beam theory can be used for the demountable composite beams. However, the experimental results indicate that longitudinal cracking in the grout between concrete slabs along the steel beam can happen, due to unsymmetrical location of the shear studs. Anti-cracking mesh would be necessary in practical applications for crack control." @default.
- W4386823892 created "2023-09-19" @default.
- W4386823892 creator A5029458357 @default.
- W4386823892 creator A5032384064 @default.
- W4386823892 creator A5038314816 @default.
- W4386823892 creator A5049022174 @default.
- W4386823892 creator A5071586510 @default.
- W4386823892 creator A5078949281 @default.
- W4386823892 creator A5087992237 @default.
- W4386823892 date "2023-11-01" @default.
- W4386823892 modified "2023-09-28" @default.
- W4386823892 title "Experimental, numerical and analytical investigation of bending performance of bolted demountable composite beams with profiled steel decking" @default.
- W4386823892 cites W1967217858 @default.
- W4386823892 cites W2006731592 @default.
- W4386823892 cites W2011434038 @default.
- W4386823892 cites W2012129209 @default.
- W4386823892 cites W2029274644 @default.
- W4386823892 cites W2040716974 @default.
- W4386823892 cites W2109119723 @default.
- W4386823892 cites W2131929021 @default.
- W4386823892 cites W2301269628 @default.
- W4386823892 cites W2517003640 @default.
- W4386823892 cites W2546989616 @default.
- W4386823892 cites W2549081110 @default.
- W4386823892 cites W2588253348 @default.
- W4386823892 cites W2604992857 @default.
- W4386823892 cites W2795999582 @default.
- W4386823892 cites W2800667034 @default.
- W4386823892 cites W2911099098 @default.
- W4386823892 cites W2944990165 @default.
- W4386823892 cites W2968493999 @default.
- W4386823892 cites W3045124051 @default.
- W4386823892 cites W3129858611 @default.
- W4386823892 cites W3158779981 @default.
- W4386823892 cites W3181082771 @default.
- W4386823892 cites W3185465377 @default.
- W4386823892 cites W4224215805 @default.
- W4386823892 cites W4281255362 @default.
- W4386823892 cites W4281568441 @default.
- W4386823892 cites W4291298153 @default.
- W4386823892 cites W4292875334 @default.
- W4386823892 cites W4293086741 @default.
- W4386823892 cites W4294576382 @default.
- W4386823892 cites W4295763197 @default.
- W4386823892 cites W4311361616 @default.
- W4386823892 cites W4316096713 @default.
- W4386823892 cites W4323572129 @default.
- W4386823892 doi "https://doi.org/10.1016/j.engstruct.2023.116887" @default.
- W4386823892 hasPublicationYear "2023" @default.
- W4386823892 type Work @default.
- W4386823892 citedByCount "0" @default.
- W4386823892 crossrefType "journal-article" @default.
- W4386823892 hasAuthorship W4386823892A5029458357 @default.
- W4386823892 hasAuthorship W4386823892A5032384064 @default.
- W4386823892 hasAuthorship W4386823892A5038314816 @default.
- W4386823892 hasAuthorship W4386823892A5049022174 @default.
- W4386823892 hasAuthorship W4386823892A5071586510 @default.
- W4386823892 hasAuthorship W4386823892A5078949281 @default.
- W4386823892 hasAuthorship W4386823892A5087992237 @default.
- W4386823892 hasConcept C104779481 @default.
- W4386823892 hasConcept C105795698 @default.
- W4386823892 hasConcept C110925319 @default.
- W4386823892 hasConcept C117251300 @default.
- W4386823892 hasConcept C127413603 @default.
- W4386823892 hasConcept C159985019 @default.
- W4386823892 hasConcept C168834538 @default.
- W4386823892 hasConcept C178405089 @default.
- W4386823892 hasConcept C192562407 @default.
- W4386823892 hasConcept C19474535 @default.
- W4386823892 hasConcept C2778249042 @default.
- W4386823892 hasConcept C2779372316 @default.
- W4386823892 hasConcept C33923547 @default.
- W4386823892 hasConcept C58396970 @default.
- W4386823892 hasConcept C62464604 @default.
- W4386823892 hasConcept C66938386 @default.
- W4386823892 hasConcept C78519656 @default.
- W4386823892 hasConcept C87210426 @default.
- W4386823892 hasConcept C96035792 @default.
- W4386823892 hasConceptScore W4386823892C104779481 @default.
- W4386823892 hasConceptScore W4386823892C105795698 @default.
- W4386823892 hasConceptScore W4386823892C110925319 @default.
- W4386823892 hasConceptScore W4386823892C117251300 @default.
- W4386823892 hasConceptScore W4386823892C127413603 @default.
- W4386823892 hasConceptScore W4386823892C159985019 @default.
- W4386823892 hasConceptScore W4386823892C168834538 @default.
- W4386823892 hasConceptScore W4386823892C178405089 @default.
- W4386823892 hasConceptScore W4386823892C192562407 @default.
- W4386823892 hasConceptScore W4386823892C19474535 @default.
- W4386823892 hasConceptScore W4386823892C2778249042 @default.
- W4386823892 hasConceptScore W4386823892C2779372316 @default.
- W4386823892 hasConceptScore W4386823892C33923547 @default.
- W4386823892 hasConceptScore W4386823892C58396970 @default.
- W4386823892 hasConceptScore W4386823892C62464604 @default.
- W4386823892 hasConceptScore W4386823892C66938386 @default.
- W4386823892 hasConceptScore W4386823892C78519656 @default.
- W4386823892 hasConceptScore W4386823892C87210426 @default.
- W4386823892 hasConceptScore W4386823892C96035792 @default.
- W4386823892 hasLocation W43868238921 @default.