FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2972997694> ?p ?o ?g. }

• W2972997694 endingPage "2958" @default.
• W2972997694 startingPage "2958" @default.
• W2972997694 abstract "The high-strength bolt shear connector in prefabricated concrete slab has advantages in applications as it reduces time during the construction of steel-concrete composite building structures and bridges. In this research, an innovative and advanced bolt shear connector in steel-concrete composite structures is proposed. To investigate the fundamental mechanical behavior and the damage form, 22 static push-off tests were conducted with consideration of different bolt dimensions, the reserved hole constraint condition, and the dimension of slab holes. A finite element (FE) model was established and verified by using test results, and then the model was utilized to investigate the influence of concrete strength, bolt dimension, yield strength, bolt pretension, as well as length-to-diameter ratio of high strength bolts on the performances of shear connectors. On the basis of FE simulation and test results, new design formulas for the calculation of shear resistance behavior were proposed, and comparisons were made with current standards, including AISC, EN 1994-1-1, GB 50017-2017, and relevant references, to check the calculation efficiency. It is confirmed that the proposed equation is in better agreement with the experimental results." @default.
• W2972997694 created "2019-09-19" @default.
• W2972997694 creator A5025115684 @default.
• W2972997694 creator A5038003517 @default.
• W2972997694 creator A5039105498 @default.
• W2972997694 creator A5053923667 @default.
• W2972997694 creator A5070876099 @default.
• W2972997694 creator A5081022929 @default.
• W2972997694 creator A5081471311 @default.
• W2972997694 creator A5082857859 @default.
• W2972997694 creator A5090901922 @default.
• W2972997694 date "2019-09-12" @default.
• W2972997694 modified "2023-10-01" @default.
• W2972997694 title "Behavior of an Advanced Bolted Shear Connector in Prefabricated Steel-Concrete Composite Beams" @default.
• W2972997694 cites W2011434038 @default.
• W2972997694 cites W2016455176 @default.
• W2972997694 cites W2022728836 @default.
• W2972997694 cites W2031355862 @default.
• W2972997694 cites W2042433247 @default.
• W2972997694 cites W2054684038 @default.
• W2972997694 cites W2071643849 @default.
• W2972997694 cites W2084333064 @default.
• W2972997694 cites W2086765213 @default.
• W2972997694 cites W2092628131 @default.
• W2972997694 cites W2147409517 @default.
• W2972997694 cites W2156208597 @default.
• W2972997694 cites W2164449181 @default.
• W2972997694 cites W2189783159 @default.
• W2972997694 cites W2301269628 @default.
• W2972997694 cites W2612821202 @default.
• W2972997694 cites W2760336381 @default.
• W2972997694 cites W2790505609 @default.
• W2972997694 cites W2892684810 @default.
• W2972997694 cites W2911608241 @default.
• W2972997694 doi "https://doi.org/10.3390/ma12182958" @default.
• W2972997694 hasPubMedCentralId "https://www.ncbi.nlm.nih.gov/pmc/articles/6766210" @default.
• W2972997694 hasPubMedId "https://pubmed.ncbi.nlm.nih.gov/31547280" @default.
• W2972997694 hasPublicationYear "2019" @default.
• W2972997694 type Work @default.
• W2972997694 sameAs 2972997694 @default.
• W2972997694 citedByCount "32" @default.
• W2972997694 countsByYear W29729976942020 @default.
• W2972997694 countsByYear W29729976942021 @default.
• W2972997694 countsByYear W29729976942022 @default.
• W2972997694 countsByYear W29729976942023 @default.
• W2972997694 crossrefType "journal-article" @default.
• W2972997694 hasAuthorship W2972997694A5025115684 @default.
• W2972997694 hasAuthorship W2972997694A5038003517 @default.
• W2972997694 hasAuthorship W2972997694A5039105498 @default.
• W2972997694 hasAuthorship W2972997694A5053923667 @default.
• W2972997694 hasAuthorship W2972997694A5070876099 @default.
• W2972997694 hasAuthorship W2972997694A5081022929 @default.
• W2972997694 hasAuthorship W2972997694A5081471311 @default.
• W2972997694 hasAuthorship W2972997694A5082857859 @default.
• W2972997694 hasAuthorship W2972997694A5090901922 @default.
• W2972997694 hasBestOaLocation W29729976941 @default.
• W2972997694 hasConcept C104779481 @default.
• W2972997694 hasConcept C110925319 @default.
• W2972997694 hasConcept C113740112 @default.
• W2972997694 hasConcept C127313418 @default.
• W2972997694 hasConcept C127413603 @default.
• W2972997694 hasConcept C127893833 @default.
• W2972997694 hasConcept C135628077 @default.
• W2972997694 hasConcept C159390177 @default.
• W2972997694 hasConcept C159750122 @default.
• W2972997694 hasConcept C159985019 @default.
• W2972997694 hasConcept C192562407 @default.
• W2972997694 hasConcept C66938386 @default.
• W2972997694 hasConcept C78519656 @default.
• W2972997694 hasConcept C96035792 @default.
• W2972997694 hasConceptScore W2972997694C104779481 @default.
• W2972997694 hasConceptScore W2972997694C110925319 @default.
• W2972997694 hasConceptScore W2972997694C113740112 @default.
• W2972997694 hasConceptScore W2972997694C127313418 @default.
• W2972997694 hasConceptScore W2972997694C127413603 @default.
• W2972997694 hasConceptScore W2972997694C127893833 @default.
• W2972997694 hasConceptScore W2972997694C135628077 @default.
• W2972997694 hasConceptScore W2972997694C159390177 @default.
• W2972997694 hasConceptScore W2972997694C159750122 @default.
• W2972997694 hasConceptScore W2972997694C159985019 @default.
• W2972997694 hasConceptScore W2972997694C192562407 @default.
• W2972997694 hasConceptScore W2972997694C66938386 @default.
• W2972997694 hasConceptScore W2972997694C78519656 @default.
• W2972997694 hasConceptScore W2972997694C96035792 @default.
• W2972997694 hasFunder F4320335782 @default.
• W2972997694 hasIssue "18" @default.
• W2972997694 hasLocation W29729976941 @default.
• W2972997694 hasLocation W29729976942 @default.
• W2972997694 hasLocation W29729976943 @default.
• W2972997694 hasLocation W29729976944 @default.
• W2972997694 hasLocation W29729976945 @default.
• W2972997694 hasLocation W29729976946 @default.
• W2972997694 hasLocation W29729976947 @default.
• W2972997694 hasOpenAccess W2972997694 @default.
• W2972997694 hasPrimaryLocation W29729976941 @default.
• W2972997694 hasRelatedWork W1918678049 @default.
• W2972997694 hasRelatedWork W1983597573 @default.
• W2972997694 hasRelatedWork W2005496670 @default.

• next