Matches in SemOpenAlex for { <https://semopenalex.org/work/W4362582508> ?p ?o ?g. }
Showing items 1 to 93 of
93
with 100 items per page.
- W4362582508 endingPage "1933" @default.
- W4362582508 startingPage "1919" @default.
- W4362582508 abstract "To study the pull-out resistance of headed anchor studs in Engineered Cementitious Composites (ECC) for steel-ECC composite structures, pull-out tests were carried out on 9 scenarios of ECC specimens. The failure modes, load–displacement curves, peak load (Nu), initial stiffness (K0.3), and ultimate displacement (Du) of studs in Polyvinyl Alcohol fiber (PVA)-ECC under different stud sizes (d = 13 mm and 16 mm), stud embedment depths (hef = 40 mm, 60 mm, and 80 mm) and fiber content (Vf = 2.0% and 2.5%) were obtained. Failure modes include (ductile) concrete cone failure, cone-splitting combined failure, and steel failure. For the specimens with concrete cone, either increasing d or hef increases K0.3, Nu, and Du, and Nu shows the greatest improvement. Increasing fiber content (Vf) exerts a significant enhancing effect on Nu, but exerts little effect on K0.3 and Du. Through the comparisons to the pull-out resistance of studs in high-strength concrete (HSC), the studs in ECC show evident advantages in ductility, toughness, and Nu. Based on the experimental results, the applicability of the original CCD model and two modified CCD models from literature to studs in ECC is discussed. The modified CCD model including the effect of stud size and specimen size presents the best accuracy in predicting Nu of studs in ECC. Overall, ECC is a promising material for steel–concrete composite structures, considering it evidently improves the pull-out performance of studs, thus the anchorage between steel and ECC." @default.
- W4362582508 created "2023-04-06" @default.
- W4362582508 creator A5043362494 @default.
- W4362582508 creator A5061436134 @default.
- W4362582508 creator A5063627420 @default.
- W4362582508 creator A5065533552 @default.
- W4362582508 creator A5071771632 @default.
- W4362582508 creator A5078446909 @default.
- W4362582508 creator A5088752032 @default.
- W4362582508 date "2023-05-01" @default.
- W4362582508 modified "2023-09-27" @default.
- W4362582508 title "Pullout performance of headed anchor studs in Engineered Cementitious Composites (ECC) with Polyvinyl Alcohol fibers" @default.
- W4362582508 cites W2024413767 @default.
- W4362582508 cites W2027416074 @default.
- W4362582508 cites W2033275825 @default.
- W4362582508 cites W2038670790 @default.
- W4362582508 cites W2063747577 @default.
- W4362582508 cites W2072327598 @default.
- W4362582508 cites W2092107557 @default.
- W4362582508 cites W2101651976 @default.
- W4362582508 cites W2180240334 @default.
- W4362582508 cites W2588406577 @default.
- W4362582508 cites W2623934214 @default.
- W4362582508 cites W2789596169 @default.
- W4362582508 cites W2791134442 @default.
- W4362582508 cites W2802805867 @default.
- W4362582508 cites W2898140362 @default.
- W4362582508 cites W2905828145 @default.
- W4362582508 cites W2980571825 @default.
- W4362582508 cites W3167334327 @default.
- W4362582508 cites W3169907279 @default.
- W4362582508 cites W3200643197 @default.
- W4362582508 cites W3204653918 @default.
- W4362582508 cites W3213847857 @default.
- W4362582508 cites W4292965795 @default.
- W4362582508 cites W4294176176 @default.
- W4362582508 cites W4313232244 @default.
- W4362582508 doi "https://doi.org/10.1016/j.istruc.2023.03.153" @default.
- W4362582508 hasPublicationYear "2023" @default.
- W4362582508 type Work @default.
- W4362582508 citedByCount "1" @default.
- W4362582508 countsByYear W43625825082023 @default.
- W4362582508 crossrefType "journal-article" @default.
- W4362582508 hasAuthorship W4362582508A5043362494 @default.
- W4362582508 hasAuthorship W4362582508A5061436134 @default.
- W4362582508 hasAuthorship W4362582508A5063627420 @default.
- W4362582508 hasAuthorship W4362582508A5065533552 @default.
- W4362582508 hasAuthorship W4362582508A5071771632 @default.
- W4362582508 hasAuthorship W4362582508A5078446909 @default.
- W4362582508 hasAuthorship W4362582508A5088752032 @default.
- W4362582508 hasConcept C104779481 @default.
- W4362582508 hasConcept C127413603 @default.
- W4362582508 hasConcept C149912024 @default.
- W4362582508 hasConcept C159985019 @default.
- W4362582508 hasConcept C192562407 @default.
- W4362582508 hasConcept C2776512210 @default.
- W4362582508 hasConcept C2778551929 @default.
- W4362582508 hasConcept C2779372316 @default.
- W4362582508 hasConcept C519885992 @default.
- W4362582508 hasConcept C62464604 @default.
- W4362582508 hasConcept C66938386 @default.
- W4362582508 hasConcept C99595764 @default.
- W4362582508 hasConceptScore W4362582508C104779481 @default.
- W4362582508 hasConceptScore W4362582508C127413603 @default.
- W4362582508 hasConceptScore W4362582508C149912024 @default.
- W4362582508 hasConceptScore W4362582508C159985019 @default.
- W4362582508 hasConceptScore W4362582508C192562407 @default.
- W4362582508 hasConceptScore W4362582508C2776512210 @default.
- W4362582508 hasConceptScore W4362582508C2778551929 @default.
- W4362582508 hasConceptScore W4362582508C2779372316 @default.
- W4362582508 hasConceptScore W4362582508C519885992 @default.
- W4362582508 hasConceptScore W4362582508C62464604 @default.
- W4362582508 hasConceptScore W4362582508C66938386 @default.
- W4362582508 hasConceptScore W4362582508C99595764 @default.
- W4362582508 hasLocation W43625825081 @default.
- W4362582508 hasOpenAccess W4362582508 @default.
- W4362582508 hasPrimaryLocation W43625825081 @default.
- W4362582508 hasRelatedWork W2005496670 @default.
- W4362582508 hasRelatedWork W2033100407 @default.
- W4362582508 hasRelatedWork W2054113325 @default.
- W4362582508 hasRelatedWork W2073685050 @default.
- W4362582508 hasRelatedWork W2349798335 @default.
- W4362582508 hasRelatedWork W2376168832 @default.
- W4362582508 hasRelatedWork W2387616028 @default.
- W4362582508 hasRelatedWork W2955807060 @default.
- W4362582508 hasRelatedWork W3048672776 @default.
- W4362582508 hasRelatedWork W3162732562 @default.
- W4362582508 hasVolume "51" @default.
- W4362582508 isParatext "false" @default.
- W4362582508 isRetracted "false" @default.
- W4362582508 workType "article" @default.