Matches in SemOpenAlex for { <https://semopenalex.org/work/W3022144297> ?p ?o ?g. }
Showing items 1 to 84 of
84
with 100 items per page.
- W3022144297 endingPage "66" @default.
- W3022144297 startingPage "47" @default.
- W3022144297 abstract "One method of retrofitting concrete structures is to use fiber reinforced polymers (FRP). In this research, the shear, torsional and flexural strengthening of self-compacting reinforced concrete (RC) girders are fulfilled with glass fiber reinforced polymer (GFRP) and carbon fiber reinforced polymer (CFRP) materials. At first, for verification, the experimental results were compared with numerical modeling results obtained from ABAQUS software version 6.10. Then the reinforcing sheets were attached to concrete girders in one and two layers. Studying numerical results obtained from ABAQUS software showed that the girders stiffness decreased with the propagations of cracks in them, and then the extra stresses were tolerated by adhesive layers and GFRP and CFRP sheets, which resulted in increasing the bearing capacity of the studied girders. In fact, shear, torsion and bending strengths of the girders increased by reinforcing girders with adding GFRP and CFRP sheets. The samples including two layers of CFRP had the maximum efficiencies that were 90, 76 and 60 percent of improvement in shear, torsion and bending strengths, respectively. It is worth noting that the bearing capacity of concrete girders with adding one layer of CFRP was slightly higher than the ones having two layers of GFRP in all circumstances; therefore, despite the lower initial cost of GFRP, using CFRP can be more economical in some conditions." @default.
- W3022144297 created "2020-05-13" @default.
- W3022144297 creator A5030557086 @default.
- W3022144297 creator A5043850820 @default.
- W3022144297 creator A5071205844 @default.
- W3022144297 creator A5074755890 @default.
- W3022144297 date "2019-03-01" @default.
- W3022144297 modified "2023-09-23" @default.
- W3022144297 title "Studying the effects of CFRP and GFRP sheets on the strengthening of self-compacting RC girders" @default.
- W3022144297 doi "https://doi.org/10.12989/smm.2019.6.1.047" @default.
- W3022144297 hasPublicationYear "2019" @default.
- W3022144297 type Work @default.
- W3022144297 sameAs 3022144297 @default.
- W3022144297 citedByCount "0" @default.
- W3022144297 crossrefType "journal-article" @default.
- W3022144297 hasAuthorship W3022144297A5030557086 @default.
- W3022144297 hasAuthorship W3022144297A5043850820 @default.
- W3022144297 hasAuthorship W3022144297A5071205844 @default.
- W3022144297 hasAuthorship W3022144297A5074755890 @default.
- W3022144297 hasConcept C127413603 @default.
- W3022144297 hasConcept C135677250 @default.
- W3022144297 hasConcept C141071460 @default.
- W3022144297 hasConcept C159985019 @default.
- W3022144297 hasConcept C178405089 @default.
- W3022144297 hasConcept C192562407 @default.
- W3022144297 hasConcept C196316656 @default.
- W3022144297 hasConcept C2777178879 @default.
- W3022144297 hasConcept C2778368411 @default.
- W3022144297 hasConcept C2779372316 @default.
- W3022144297 hasConcept C2988805333 @default.
- W3022144297 hasConcept C66938386 @default.
- W3022144297 hasConcept C71924100 @default.
- W3022144297 hasConcept C76344452 @default.
- W3022144297 hasConcept C77461463 @default.
- W3022144297 hasConcept C87210426 @default.
- W3022144297 hasConcept C96035792 @default.
- W3022144297 hasConceptScore W3022144297C127413603 @default.
- W3022144297 hasConceptScore W3022144297C135677250 @default.
- W3022144297 hasConceptScore W3022144297C141071460 @default.
- W3022144297 hasConceptScore W3022144297C159985019 @default.
- W3022144297 hasConceptScore W3022144297C178405089 @default.
- W3022144297 hasConceptScore W3022144297C192562407 @default.
- W3022144297 hasConceptScore W3022144297C196316656 @default.
- W3022144297 hasConceptScore W3022144297C2777178879 @default.
- W3022144297 hasConceptScore W3022144297C2778368411 @default.
- W3022144297 hasConceptScore W3022144297C2779372316 @default.
- W3022144297 hasConceptScore W3022144297C2988805333 @default.
- W3022144297 hasConceptScore W3022144297C66938386 @default.
- W3022144297 hasConceptScore W3022144297C71924100 @default.
- W3022144297 hasConceptScore W3022144297C76344452 @default.
- W3022144297 hasConceptScore W3022144297C77461463 @default.
- W3022144297 hasConceptScore W3022144297C87210426 @default.
- W3022144297 hasConceptScore W3022144297C96035792 @default.
- W3022144297 hasIssue "1" @default.
- W3022144297 hasLocation W30221442971 @default.
- W3022144297 hasOpenAccess W3022144297 @default.
- W3022144297 hasPrimaryLocation W30221442971 @default.
- W3022144297 hasRelatedWork W1581925774 @default.
- W3022144297 hasRelatedWork W1974575815 @default.
- W3022144297 hasRelatedWork W1990372856 @default.
- W3022144297 hasRelatedWork W2010437147 @default.
- W3022144297 hasRelatedWork W2092356056 @default.
- W3022144297 hasRelatedWork W2113646833 @default.
- W3022144297 hasRelatedWork W2170241173 @default.
- W3022144297 hasRelatedWork W2189943537 @default.
- W3022144297 hasRelatedWork W2302208895 @default.
- W3022144297 hasRelatedWork W2352761532 @default.
- W3022144297 hasRelatedWork W2354395327 @default.
- W3022144297 hasRelatedWork W2367142495 @default.
- W3022144297 hasRelatedWork W2368813993 @default.
- W3022144297 hasRelatedWork W2479086147 @default.
- W3022144297 hasRelatedWork W2519283752 @default.
- W3022144297 hasRelatedWork W2926614822 @default.
- W3022144297 hasRelatedWork W3084149775 @default.
- W3022144297 hasRelatedWork W3134581936 @default.
- W3022144297 hasRelatedWork W569349260 @default.
- W3022144297 hasRelatedWork W2181918202 @default.
- W3022144297 hasVolume "6" @default.
- W3022144297 isParatext "false" @default.
- W3022144297 isRetracted "false" @default.
- W3022144297 magId "3022144297" @default.
- W3022144297 workType "article" @default.