Matches in SemOpenAlex for { <https://semopenalex.org/work/W3185570779> ?p ?o ?g. }
Showing items 1 to 80 of
80
with 100 items per page.
- W3185570779 endingPage "3539" @default.
- W3185570779 startingPage "3526" @default.
- W3185570779 abstract "Longitudinally stiffened plates appear in many structural engineering applications. One of the typical failure modes is induced by the buckling of the stiffeners, therefore enhancing our understanding of buckling behavior is of crucial importance. Recently, buckling resistance of longitudinally stiffened plates with trapezoid stiffeners has been investigated by numerous research projects. A large amount of capacity prediction data is available for stiffened plates with diverse geometries, obtained by advanced shell finite element analyses. In the research reported in this paper such data have been collected from two recent researches. Two mathematical models have been worked out for calculation of the load-bearing capacity, by curve fitting technique. The first developed method is similar to the Direct Strength Method: a single reduction factor is applied on the gross cross-section resistance in order to get the buckling resistance, and the reduction factor is calculated by one single Winter-type formula. The second method is based on the Effective Width Method, but for the middle part of the stiffened plate a further reduction factor is applied, which reduction factor is obtained from one single Ayrton-Perry-type formula. Though the two mathematical models show some differences in certain cases, they give very similar results, both leading to satisfactorily precise resistance values. The mathematical models have been applied to study buckling behavior, in order to understand how the plate geometry influences the resistance. The proposed mathematical models are potentially applicable in design calculations." @default.
- W3185570779 created "2021-08-02" @default.
- W3185570779 creator A5021627748 @default.
- W3185570779 creator A5027542578 @default.
- W3185570779 creator A5062158730 @default.
- W3185570779 date "2021-10-01" @default.
- W3185570779 modified "2023-10-18" @default.
- W3185570779 title "Buckling of compressed plates with closed-section longitudinal stiffeners: Two new mathematical models for resistance prediction" @default.
- W3185570779 cites W1966701829 @default.
- W3185570779 cites W2101294639 @default.
- W3185570779 cites W2116180556 @default.
- W3185570779 cites W2132470412 @default.
- W3185570779 cites W2138021034 @default.
- W3185570779 cites W2144964004 @default.
- W3185570779 cites W2339831707 @default.
- W3185570779 cites W2780410775 @default.
- W3185570779 cites W2947592818 @default.
- W3185570779 cites W3106601631 @default.
- W3185570779 doi "https://doi.org/10.1016/j.istruc.2021.06.083" @default.
- W3185570779 hasPublicationYear "2021" @default.
- W3185570779 type Work @default.
- W3185570779 sameAs 3185570779 @default.
- W3185570779 citedByCount "2" @default.
- W3185570779 countsByYear W31855707792023 @default.
- W3185570779 crossrefType "journal-article" @default.
- W3185570779 hasAuthorship W3185570779A5021627748 @default.
- W3185570779 hasAuthorship W3185570779A5027542578 @default.
- W3185570779 hasAuthorship W3185570779A5062158730 @default.
- W3185570779 hasBestOaLocation W31855707791 @default.
- W3185570779 hasConcept C105795698 @default.
- W3185570779 hasConcept C111335779 @default.
- W3185570779 hasConcept C121332964 @default.
- W3185570779 hasConcept C127413603 @default.
- W3185570779 hasConcept C135628077 @default.
- W3185570779 hasConcept C2524010 @default.
- W3185570779 hasConcept C2781052500 @default.
- W3185570779 hasConcept C33923547 @default.
- W3185570779 hasConcept C52234038 @default.
- W3185570779 hasConcept C62520636 @default.
- W3185570779 hasConcept C66938386 @default.
- W3185570779 hasConcept C76969082 @default.
- W3185570779 hasConcept C78519656 @default.
- W3185570779 hasConcept C85476182 @default.
- W3185570779 hasConceptScore W3185570779C105795698 @default.
- W3185570779 hasConceptScore W3185570779C111335779 @default.
- W3185570779 hasConceptScore W3185570779C121332964 @default.
- W3185570779 hasConceptScore W3185570779C127413603 @default.
- W3185570779 hasConceptScore W3185570779C135628077 @default.
- W3185570779 hasConceptScore W3185570779C2524010 @default.
- W3185570779 hasConceptScore W3185570779C2781052500 @default.
- W3185570779 hasConceptScore W3185570779C33923547 @default.
- W3185570779 hasConceptScore W3185570779C52234038 @default.
- W3185570779 hasConceptScore W3185570779C62520636 @default.
- W3185570779 hasConceptScore W3185570779C66938386 @default.
- W3185570779 hasConceptScore W3185570779C76969082 @default.
- W3185570779 hasConceptScore W3185570779C78519656 @default.
- W3185570779 hasConceptScore W3185570779C85476182 @default.
- W3185570779 hasFunder F4320322192 @default.
- W3185570779 hasFunder F4320323476 @default.
- W3185570779 hasFunder F4320326762 @default.
- W3185570779 hasLocation W31855707791 @default.
- W3185570779 hasOpenAccess W3185570779 @default.
- W3185570779 hasPrimaryLocation W31855707791 @default.
- W3185570779 hasRelatedWork W14699276 @default.
- W3185570779 hasRelatedWork W16937509 @default.
- W3185570779 hasRelatedWork W18371996 @default.
- W3185570779 hasRelatedWork W18792303 @default.
- W3185570779 hasRelatedWork W22708443 @default.
- W3185570779 hasRelatedWork W26248047 @default.
- W3185570779 hasRelatedWork W29012401 @default.
- W3185570779 hasRelatedWork W34158278 @default.
- W3185570779 hasRelatedWork W7167165 @default.
- W3185570779 hasRelatedWork W7733322 @default.
- W3185570779 hasVolume "33" @default.
- W3185570779 isParatext "false" @default.
- W3185570779 isRetracted "false" @default.
- W3185570779 magId "3185570779" @default.
- W3185570779 workType "article" @default.