Matches in SemOpenAlex for { <https://semopenalex.org/work/W2053999572> ?p ?o ?g. }
Showing items 1 to 97 of
97
with 100 items per page.
- W2053999572 endingPage "43" @default.
- W2053999572 startingPage "32" @default.
- W2053999572 abstract "Fibre beam elements have vast applications to simulate the behaviour of reinforced concrete beam/column members. If normal-shear interaction is ignored, separated normal and shear constitutive laws are usually used in fibre beam elements, which is invalid to simulate shear failure in beam/column members with small or medium shear span-to-depth ratios. In this paper, a fibre beam element is treated as a degenerated solid element, and a unified concrete constitutive model is proposed for the degenerated solid element. Different from the separated constitutive models, the unified concrete constitutive model incorporates normal and shear behaviour based on three dimensional stress–strain states and, thus, normal-shear interaction is naturally considered. Moreover, compressive failure, shear failure and tensile failure are accounted for. Therefore, beam/column members with a wide range of shear span-to-depth ratios can be simulated with the degenerated solid element considering normal-shear interaction. Lastly, a variety of examples are presented to demonstrate the applicability and reliability of the proposed method by comparing numerical predictions with experimental results." @default.
- W2053999572 created "2016-06-24" @default.
- W2053999572 creator A5039311015 @default.
- W2053999572 creator A5049590587 @default.
- W2053999572 creator A5051566266 @default.
- W2053999572 creator A5075148481 @default.
- W2053999572 date "2014-09-01" @default.
- W2053999572 modified "2023-09-27" @default.
- W2053999572 title "Numerical simulation of reinforced concrete beam/column failure considering normal-shear stress interaction" @default.
- W2053999572 cites W1555395456 @default.
- W2053999572 cites W1963982614 @default.
- W2053999572 cites W1967411932 @default.
- W2053999572 cites W1985698292 @default.
- W2053999572 cites W1996754425 @default.
- W2053999572 cites W2017678443 @default.
- W2053999572 cites W2018812114 @default.
- W2053999572 cites W2019017571 @default.
- W2053999572 cites W2020242014 @default.
- W2053999572 cites W2022572085 @default.
- W2053999572 cites W2026785220 @default.
- W2053999572 cites W2027607226 @default.
- W2053999572 cites W2032242448 @default.
- W2053999572 cites W2035416722 @default.
- W2053999572 cites W2044786764 @default.
- W2053999572 cites W2048797293 @default.
- W2053999572 cites W2049398317 @default.
- W2053999572 cites W2054002826 @default.
- W2053999572 cites W2063961456 @default.
- W2053999572 cites W2064098785 @default.
- W2053999572 cites W2064520486 @default.
- W2053999572 cites W2077256617 @default.
- W2053999572 cites W2081822931 @default.
- W2053999572 cites W2082508622 @default.
- W2053999572 cites W2086754632 @default.
- W2053999572 cites W2088570007 @default.
- W2053999572 cites W2089594038 @default.
- W2053999572 cites W2090758715 @default.
- W2053999572 cites W2103499623 @default.
- W2053999572 cites W2123861032 @default.
- W2053999572 cites W2142596047 @default.
- W2053999572 cites W2165834163 @default.
- W2053999572 cites W2327076556 @default.
- W2053999572 cites W2342592813 @default.
- W2053999572 doi "https://doi.org/10.1016/j.engstruct.2014.05.011" @default.
- W2053999572 hasPublicationYear "2014" @default.
- W2053999572 type Work @default.
- W2053999572 sameAs 2053999572 @default.
- W2053999572 citedByCount "8" @default.
- W2053999572 countsByYear W20539995722016 @default.
- W2053999572 countsByYear W20539995722017 @default.
- W2053999572 countsByYear W20539995722018 @default.
- W2053999572 countsByYear W20539995722021 @default.
- W2053999572 countsByYear W20539995722022 @default.
- W2053999572 countsByYear W20539995722023 @default.
- W2053999572 crossrefType "journal-article" @default.
- W2053999572 hasAuthorship W2053999572A5039311015 @default.
- W2053999572 hasAuthorship W2053999572A5049590587 @default.
- W2053999572 hasAuthorship W2053999572A5051566266 @default.
- W2053999572 hasAuthorship W2053999572A5075148481 @default.
- W2053999572 hasConcept C127413603 @default.
- W2053999572 hasConcept C135628077 @default.
- W2053999572 hasConcept C159985019 @default.
- W2053999572 hasConcept C168834538 @default.
- W2053999572 hasConcept C192562407 @default.
- W2053999572 hasConcept C202973686 @default.
- W2053999572 hasConcept C21141959 @default.
- W2053999572 hasConcept C66938386 @default.
- W2053999572 hasConcept C96035792 @default.
- W2053999572 hasConceptScore W2053999572C127413603 @default.
- W2053999572 hasConceptScore W2053999572C135628077 @default.
- W2053999572 hasConceptScore W2053999572C159985019 @default.
- W2053999572 hasConceptScore W2053999572C168834538 @default.
- W2053999572 hasConceptScore W2053999572C192562407 @default.
- W2053999572 hasConceptScore W2053999572C202973686 @default.
- W2053999572 hasConceptScore W2053999572C21141959 @default.
- W2053999572 hasConceptScore W2053999572C66938386 @default.
- W2053999572 hasConceptScore W2053999572C96035792 @default.
- W2053999572 hasLocation W20539995721 @default.
- W2053999572 hasOpenAccess W2053999572 @default.
- W2053999572 hasPrimaryLocation W20539995721 @default.
- W2053999572 hasRelatedWork W1988771035 @default.
- W2053999572 hasRelatedWork W2347908897 @default.
- W2053999572 hasRelatedWork W2370724512 @default.
- W2053999572 hasRelatedWork W2381305709 @default.
- W2053999572 hasRelatedWork W2391714738 @default.
- W2053999572 hasRelatedWork W2734538106 @default.
- W2053999572 hasRelatedWork W3138493337 @default.
- W2053999572 hasRelatedWork W4281997549 @default.
- W2053999572 hasRelatedWork W57987679 @default.
- W2053999572 hasRelatedWork W851050686 @default.
- W2053999572 hasVolume "74" @default.
- W2053999572 isParatext "false" @default.
- W2053999572 isRetracted "false" @default.
- W2053999572 magId "2053999572" @default.
- W2053999572 workType "article" @default.