Matches in SemOpenAlex for { <https://semopenalex.org/work/W1991831418> ?p ?o ?g. }
Showing items 1 to 100 of
100
with 100 items per page.
- W1991831418 endingPage "603" @default.
- W1991831418 startingPage "594" @default.
- W1991831418 abstract "The aim of this paper is to verify the validity of a FE-based methodology, founded on limit analysis theory, to predict peak load and failure mechanism of concrete elements reinforced with fiber reinforced polymer (FRP) bars. Due to dilatancy, which implies the adoption of a nonstandard constitutive flow law for concrete, such methodology makes use of two different numerical procedures to search for an upper and a lower bound to the actual peak load. A certain number of experimental tests on FRP reinforced concrete elements carried out up to collapse are numerically reproduced and the related predictions, in terms of peak loads and failure modes, are critically discussed. The comparison between experimental findings and numerical results for six beams and six slabs has proved reasonably good and places the proposed methodology as a simple design-tool of practical connotation oriented to FRP-reinforced concrete elements." @default.
- W1991831418 created "2016-06-24" @default.
- W1991831418 creator A5007969427 @default.
- W1991831418 creator A5008694184 @default.
- W1991831418 creator A5056471324 @default.
- W1991831418 date "2014-01-01" @default.
- W1991831418 modified "2023-09-26" @default.
- W1991831418 title "A FE-based limit analysis approach for concrete elements reinforced with FRP bars" @default.
- W1991831418 cites W1981139680 @default.
- W1991831418 cites W1984455631 @default.
- W1991831418 cites W1991984538 @default.
- W1991831418 cites W1994463844 @default.
- W1991831418 cites W2002708824 @default.
- W1991831418 cites W2020852045 @default.
- W1991831418 cites W2021490962 @default.
- W1991831418 cites W2022871388 @default.
- W1991831418 cites W2039773133 @default.
- W1991831418 cites W2042506140 @default.
- W1991831418 cites W2043228442 @default.
- W1991831418 cites W2044629913 @default.
- W1991831418 cites W2052280559 @default.
- W1991831418 cites W2053858999 @default.
- W1991831418 cites W2057761632 @default.
- W1991831418 cites W2059903604 @default.
- W1991831418 cites W2063328501 @default.
- W1991831418 cites W2070415074 @default.
- W1991831418 cites W2075163629 @default.
- W1991831418 cites W2085968792 @default.
- W1991831418 cites W2086075651 @default.
- W1991831418 cites W2088217848 @default.
- W1991831418 cites W2089475585 @default.
- W1991831418 cites W2091174749 @default.
- W1991831418 cites W2100009475 @default.
- W1991831418 cites W2131898799 @default.
- W1991831418 cites W2133485464 @default.
- W1991831418 cites W2159332135 @default.
- W1991831418 cites W2280177147 @default.
- W1991831418 doi "https://doi.org/10.1016/j.compstruct.2013.08.039" @default.
- W1991831418 hasPublicationYear "2014" @default.
- W1991831418 type Work @default.
- W1991831418 sameAs 1991831418 @default.
- W1991831418 citedByCount "35" @default.
- W1991831418 countsByYear W19918314182014 @default.
- W1991831418 countsByYear W19918314182015 @default.
- W1991831418 countsByYear W19918314182016 @default.
- W1991831418 countsByYear W19918314182017 @default.
- W1991831418 countsByYear W19918314182018 @default.
- W1991831418 countsByYear W19918314182019 @default.
- W1991831418 countsByYear W19918314182020 @default.
- W1991831418 countsByYear W19918314182021 @default.
- W1991831418 countsByYear W19918314182022 @default.
- W1991831418 countsByYear W19918314182023 @default.
- W1991831418 crossrefType "journal-article" @default.
- W1991831418 hasAuthorship W1991831418A5007969427 @default.
- W1991831418 hasAuthorship W1991831418A5008694184 @default.
- W1991831418 hasAuthorship W1991831418A5056471324 @default.
- W1991831418 hasConcept C127413603 @default.
- W1991831418 hasConcept C134306372 @default.
- W1991831418 hasConcept C135628077 @default.
- W1991831418 hasConcept C151201525 @default.
- W1991831418 hasConcept C159985019 @default.
- W1991831418 hasConcept C192562407 @default.
- W1991831418 hasConcept C2779100365 @default.
- W1991831418 hasConcept C2988805333 @default.
- W1991831418 hasConcept C33923547 @default.
- W1991831418 hasConcept C66938386 @default.
- W1991831418 hasConcept C74108042 @default.
- W1991831418 hasConcept C76344452 @default.
- W1991831418 hasConceptScore W1991831418C127413603 @default.
- W1991831418 hasConceptScore W1991831418C134306372 @default.
- W1991831418 hasConceptScore W1991831418C135628077 @default.
- W1991831418 hasConceptScore W1991831418C151201525 @default.
- W1991831418 hasConceptScore W1991831418C159985019 @default.
- W1991831418 hasConceptScore W1991831418C192562407 @default.
- W1991831418 hasConceptScore W1991831418C2779100365 @default.
- W1991831418 hasConceptScore W1991831418C2988805333 @default.
- W1991831418 hasConceptScore W1991831418C33923547 @default.
- W1991831418 hasConceptScore W1991831418C66938386 @default.
- W1991831418 hasConceptScore W1991831418C74108042 @default.
- W1991831418 hasConceptScore W1991831418C76344452 @default.
- W1991831418 hasLocation W19918314181 @default.
- W1991831418 hasOpenAccess W1991831418 @default.
- W1991831418 hasPrimaryLocation W19918314181 @default.
- W1991831418 hasRelatedWork W1991831418 @default.
- W1991831418 hasRelatedWork W2062066732 @default.
- W1991831418 hasRelatedWork W2266378283 @default.
- W1991831418 hasRelatedWork W2318022005 @default.
- W1991831418 hasRelatedWork W2385365667 @default.
- W1991831418 hasRelatedWork W246029780 @default.
- W1991831418 hasRelatedWork W2966448278 @default.
- W1991831418 hasRelatedWork W4285601242 @default.
- W1991831418 hasRelatedWork W4303649278 @default.
- W1991831418 hasRelatedWork W4324107264 @default.
- W1991831418 hasVolume "107" @default.
- W1991831418 isParatext "false" @default.
- W1991831418 isRetracted "false" @default.
- W1991831418 magId "1991831418" @default.
- W1991831418 workType "article" @default.