FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2890664237> ?p ?o ?g. }

• W2890664237 endingPage "692" @default.
• W2890664237 startingPage "681" @default.
• W2890664237 abstract "The variable-stiffness fiber composite plates which have an enhanced design flexibility, largely rely on laminate optimizations to maximize the buckling performance. The corresponding computational efficiency becomes a key issue, in particular when the nonlinear structural behavior is considered. The finite element method based on a full nonlinear analysis is a standard technique for nonlinear structural analysis, however the high computational complexities generated from both the incremental-iterative procedure and the very refined mesh needed for the discrete modeling of curved fibers, are still a decisive cost factor on modern computers. In this work, the Koiter-Newton method is further extended to nonlinear buckling analysis, including the pre and post buckling stage, of variable stiffness composite plates. A four-node quadrilateral element based on the classical laminated plate theory is developed in framework of the von Kármán kinematics, for the finite element implementation of the proposed asymptotic method. The reduced order model, with or without imperfections, is constructed using the improved Koiter’s asymptotic expansion, for both the symmetrical and unsymmetrical laminates. The nonlinear response curve of loaded structure can be traced automatically, using the nonlinear predictor and corrections both generated from the reduced order model. This leads to a fairly large step size in the path-tracing process, compared to that for the classical Newton method. The reduced order model largely reduces the computational burden produced by the high-density FE mesh for the varied fiber path. Numerical results indicate the overall high quality and efficiency of the proposed method." @default.
• W2890664237 created "2018-09-27" @default.
• W2890664237 creator A5001396273 @default.
• W2890664237 creator A5053155039 @default.
• W2890664237 creator A5057996165 @default.
• W2890664237 date "2018-12-01" @default.
• W2890664237 modified "2023-10-09" @default.
• W2890664237 title "Nonlinear buckling analysis of variable stiffness composite plates based on the reduced order model" @default.
• W2890664237 cites W1618885721 @default.
• W2890664237 cites W1937570474 @default.
• W2890664237 cites W1974174236 @default.
• W2890664237 cites W1983383547 @default.
• W2890664237 cites W1988471829 @default.
• W2890664237 cites W1999877371 @default.
• W2890664237 cites W2001544592 @default.
• W2890664237 cites W2008404788 @default.
• W2890664237 cites W2015456270 @default.
• W2890664237 cites W2024239538 @default.
• W2890664237 cites W2026719957 @default.
• W2890664237 cites W2026843954 @default.
• W2890664237 cites W2027589796 @default.
• W2890664237 cites W2030369079 @default.
• W2890664237 cites W2030691777 @default.
• W2890664237 cites W2032329649 @default.
• W2890664237 cites W2032844117 @default.
• W2890664237 cites W2033375808 @default.
• W2890664237 cites W2045317158 @default.
• W2890664237 cites W2047882137 @default.
• W2890664237 cites W2052565619 @default.
• W2890664237 cites W2064903806 @default.
• W2890664237 cites W2066310296 @default.
• W2890664237 cites W2067490285 @default.
• W2890664237 cites W2070328216 @default.
• W2890664237 cites W2092999415 @default.
• W2890664237 cites W2117160868 @default.
• W2890664237 cites W2117856734 @default.
• W2890664237 cites W2224897881 @default.
• W2890664237 cites W2339690312 @default.
• W2890664237 cites W2383276799 @default.
• W2890664237 cites W2410964871 @default.
• W2890664237 cites W2460285682 @default.
• W2890664237 cites W2461784373 @default.
• W2890664237 cites W2503914577 @default.
• W2890664237 cites W2536276568 @default.
• W2890664237 cites W2576399915 @default.
• W2890664237 cites W2582035065 @default.
• W2890664237 cites W2586600764 @default.
• W2890664237 cites W2736964063 @default.
• W2890664237 cites W2739135935 @default.
• W2890664237 cites W2750844591 @default.
• W2890664237 cites W2751301449 @default.
• W2890664237 cites W2764065533 @default.
• W2890664237 doi "https://doi.org/10.1016/j.compstruct.2018.08.092" @default.
• W2890664237 hasPublicationYear "2018" @default.
• W2890664237 type Work @default.
• W2890664237 sameAs 2890664237 @default.
• W2890664237 citedByCount "19" @default.
• W2890664237 countsByYear W28906642372019 @default.
• W2890664237 countsByYear W28906642372020 @default.
• W2890664237 countsByYear W28906642372021 @default.
• W2890664237 countsByYear W28906642372022 @default.
• W2890664237 countsByYear W28906642372023 @default.
• W2890664237 crossrefType "journal-article" @default.
• W2890664237 hasAuthorship W2890664237A5001396273 @default.
• W2890664237 hasAuthorship W2890664237A5053155039 @default.
• W2890664237 hasAuthorship W2890664237A5057996165 @default.
• W2890664237 hasConcept C121332964 @default.
• W2890664237 hasConcept C127413603 @default.
• W2890664237 hasConcept C135628077 @default.
• W2890664237 hasConcept C145922259 @default.
• W2890664237 hasConcept C151756577 @default.
• W2890664237 hasConcept C158622935 @default.
• W2890664237 hasConcept C16826683 @default.
• W2890664237 hasConcept C2779372316 @default.
• W2890664237 hasConcept C33923547 @default.
• W2890664237 hasConcept C62520636 @default.
• W2890664237 hasConcept C66938386 @default.
• W2890664237 hasConcept C85476182 @default.
• W2890664237 hasConceptScore W2890664237C121332964 @default.
• W2890664237 hasConceptScore W2890664237C127413603 @default.
• W2890664237 hasConceptScore W2890664237C135628077 @default.
• W2890664237 hasConceptScore W2890664237C145922259 @default.
• W2890664237 hasConceptScore W2890664237C151756577 @default.
• W2890664237 hasConceptScore W2890664237C158622935 @default.
• W2890664237 hasConceptScore W2890664237C16826683 @default.
• W2890664237 hasConceptScore W2890664237C2779372316 @default.
• W2890664237 hasConceptScore W2890664237C33923547 @default.
• W2890664237 hasConceptScore W2890664237C62520636 @default.
• W2890664237 hasConceptScore W2890664237C66938386 @default.
• W2890664237 hasConceptScore W2890664237C85476182 @default.
• W2890664237 hasFunder F4320321001 @default.
• W2890664237 hasFunder F4320324173 @default.
• W2890664237 hasFunder F4320335787 @default.
• W2890664237 hasLocation W28906642371 @default.
• W2890664237 hasOpenAccess W2890664237 @default.
• W2890664237 hasPrimaryLocation W28906642371 @default.
• W2890664237 hasRelatedWork W1665285256 @default.
• W2890664237 hasRelatedWork W1989235446 @default.

• next