FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2892100746> ?p ?o ?g. }

• W2892100746 endingPage "41" @default.
• W2892100746 startingPage "26" @default.
• W2892100746 abstract "Abstract This paper studies buckling and post-buckling behaviours of multi-layered plates under in-plane compression based on Reissner-Mindlin plate theory. The governing equations are derived from a kinematic nonlinearity based on the von-Karman assumptions and are thereafter discretized by isogeometric analysis (IGA), which utilizes the NURBS basis functions. For the symmetrically laminated plates, stability analysis consists of three steps: pre-buckling, buckling and post-buckling analyses. In fact, the pre-buckling stresses must be first determined in the pre-buckling analysis and become an important factor in accurate estimation of the critical buckling and post-buckling loads. Otherwise, in the imperfect or unsymmetrically stacked plates, there is no buckling bifurcation phenomenon. The Newton-Rapshon method is hence adopted to solve the geometrically nonlinear problem. Numerical examples are supplied to investigate the effect of an initially geometrical imperfection, which is possible imperfection type such as sine-type, global-type or local-type imperfection, on the post-buckling response of the plates." @default.
• W2892100746 created "2018-09-27" @default.
• W2892100746 creator A5082867539 @default.
• W2892100746 creator A5085237510 @default.
• W2892100746 date "2018-12-01" @default.
• W2892100746 modified "2023-09-24" @default.
• W2892100746 title "Stability analysis of multi-layered plates subjected to partial edge compression with and without initial imperfection" @default.
• W2892100746 cites W1966901565 @default.
• W2892100746 cites W1969700624 @default.
• W2892100746 cites W1970681070 @default.
• W2892100746 cites W1973178712 @default.
• W2892100746 cites W1977150145 @default.
• W2892100746 cites W1978960526 @default.
• W2892100746 cites W1986426899 @default.
• W2892100746 cites W1988678983 @default.
• W2892100746 cites W1989605689 @default.
• W2892100746 cites W2000425991 @default.
• W2892100746 cites W2008978112 @default.
• W2892100746 cites W2011541661 @default.
• W2892100746 cites W2014946429 @default.
• W2892100746 cites W2035081075 @default.
• W2892100746 cites W2036915117 @default.
• W2892100746 cites W2036966843 @default.
• W2892100746 cites W2038483486 @default.
• W2892100746 cites W2038795260 @default.
• W2892100746 cites W2039882845 @default.
• W2892100746 cites W2040787184 @default.
• W2892100746 cites W2042759235 @default.
• W2892100746 cites W2057612263 @default.
• W2892100746 cites W2059971478 @default.
• W2892100746 cites W2060741126 @default.
• W2892100746 cites W2063475197 @default.
• W2892100746 cites W2077985498 @default.
• W2892100746 cites W2084078350 @default.
• W2892100746 cites W2086582637 @default.
• W2892100746 cites W2118366194 @default.
• W2892100746 cites W2124638980 @default.
• W2892100746 cites W2136919069 @default.
• W2892100746 cites W2145190915 @default.
• W2892100746 cites W2231554751 @default.
• W2892100746 cites W2275530061 @default.
• W2892100746 cites W2324914402 @default.
• W2892100746 cites W2435225348 @default.
• W2892100746 cites W2673706905 @default.
• W2892100746 doi "https://doi.org/10.1016/j.compstruct.2018.08.065" @default.
• W2892100746 hasPublicationYear "2018" @default.
• W2892100746 type Work @default.
• W2892100746 sameAs 2892100746 @default.
• W2892100746 citedByCount "2" @default.
• W2892100746 countsByYear W28921007462020 @default.
• W2892100746 countsByYear W28921007462021 @default.
• W2892100746 crossrefType "journal-article" @default.
• W2892100746 hasAuthorship W2892100746A5082867539 @default.
• W2892100746 hasAuthorship W2892100746A5085237510 @default.
• W2892100746 hasConcept C112972136 @default.
• W2892100746 hasConcept C119857082 @default.
• W2892100746 hasConcept C127413603 @default.
• W2892100746 hasConcept C134306372 @default.
• W2892100746 hasConcept C159985019 @default.
• W2892100746 hasConcept C162307627 @default.
• W2892100746 hasConcept C180016635 @default.
• W2892100746 hasConcept C192562407 @default.
• W2892100746 hasConcept C2524010 @default.
• W2892100746 hasConcept C33923547 @default.
• W2892100746 hasConcept C41008148 @default.
• W2892100746 hasConcept C66938386 @default.
• W2892100746 hasConcept C76155785 @default.
• W2892100746 hasConceptScore W2892100746C112972136 @default.
• W2892100746 hasConceptScore W2892100746C119857082 @default.
• W2892100746 hasConceptScore W2892100746C127413603 @default.
• W2892100746 hasConceptScore W2892100746C134306372 @default.
• W2892100746 hasConceptScore W2892100746C159985019 @default.
• W2892100746 hasConceptScore W2892100746C162307627 @default.
• W2892100746 hasConceptScore W2892100746C180016635 @default.
• W2892100746 hasConceptScore W2892100746C192562407 @default.
• W2892100746 hasConceptScore W2892100746C2524010 @default.
• W2892100746 hasConceptScore W2892100746C33923547 @default.
• W2892100746 hasConceptScore W2892100746C41008148 @default.
• W2892100746 hasConceptScore W2892100746C66938386 @default.
• W2892100746 hasConceptScore W2892100746C76155785 @default.
• W2892100746 hasFunder F4320322120 @default.
• W2892100746 hasFunder F4320322347 @default.
• W2892100746 hasLocation W28921007461 @default.
• W2892100746 hasOpenAccess W2892100746 @default.
• W2892100746 hasPrimaryLocation W28921007461 @default.
• W2892100746 hasRelatedWork W1484362229 @default.
• W2892100746 hasRelatedWork W1994103032 @default.
• W2892100746 hasRelatedWork W2014315543 @default.
• W2892100746 hasRelatedWork W2051270029 @default.
• W2892100746 hasRelatedWork W2082293200 @default.
• W2892100746 hasRelatedWork W2137307547 @default.
• W2892100746 hasRelatedWork W2380293314 @default.
• W2892100746 hasRelatedWork W2943188944 @default.
• W2892100746 hasRelatedWork W4285802202 @default.
• W2892100746 hasRelatedWork W4317433637 @default.
• W2892100746 hasVolume "205" @default.
• W2892100746 isParatext "false" @default.
• W2892100746 isRetracted "false" @default.

• next