FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2784044853> ?p ?o ?g. }

• W2784044853 endingPage "10" @default.
• W2784044853 startingPage "1" @default.
• W2784044853 abstract "The paper is centered on an iterative procedure, which can be adopted for the structural analysis of elastic frames subjected to large displacements. In consequence, the equilibrium equations are written by considering the deformed configuration. The algorithm is based on the finite element method and essentially requires the solution of a sequence of linear elastic problems. At each iteration, the nodal displacements are updated according to the small displacement theory. Thus, the numerical approach discussed here makes use of the usual tools, which are typical of a simple linear elastic analysis. More specifically, after a preliminary analysis that is performed by considering a given set of external loads and by imposing equilibrium with respect to the initial configuration, the actual curvatures of the beam elements are determined and convenient equivalent nodal loads are computed. Next, a new mesh is generated in order to account for the deformed configuration of the framed structure and further incremental displacements are found by applying a set of nodal loads, which represent the difference between the given loads and the loads determined at the end of the previous analysis. The process continues until a convenient measure of the discrepancy between the displacements computed at the last iteration and the displacements estimated at the previous iteration is below a given tolerance. To this aim, it is possible to compare the Euclidean norms of the displacement vectors evaluated at two subsequent iterations. Some preliminary numerical tests on simple plane systems show that the approach presented in this paper does give results, which are consistent with analytical and/or experimental solutions" @default.
• W2784044853 created "2018-01-26" @default.
• W2784044853 creator A5025140883 @default.
• W2784044853 creator A5080989195 @default.
• W2784044853 creator A5086041650 @default.
• W2784044853 date "2017-12-31" @default.
• W2784044853 modified "2023-09-27" @default.
• W2784044853 title "A SIMPLE APPROACH TO THE LARGE-DISPLACEMENT ANALYSIS OF ELASTIC FRAMED STRUCTURES" @default.
• W2784044853 hasPublicationYear "2017" @default.
• W2784044853 type Work @default.
• W2784044853 sameAs 2784044853 @default.
• W2784044853 citedByCount "0" @default.
• W2784044853 crossrefType "journal-article" @default.
• W2784044853 hasAuthorship W2784044853A5025140883 @default.
• W2784044853 hasAuthorship W2784044853A5080989195 @default.
• W2784044853 hasAuthorship W2784044853A5086041650 @default.
• W2784044853 hasConcept C107551265 @default.
• W2784044853 hasConcept C111472728 @default.
• W2784044853 hasConcept C11413529 @default.
• W2784044853 hasConcept C115903868 @default.
• W2784044853 hasConcept C120665830 @default.
• W2784044853 hasConcept C121332964 @default.
• W2784044853 hasConcept C127413603 @default.
• W2784044853 hasConcept C134306372 @default.
• W2784044853 hasConcept C135628077 @default.
• W2784044853 hasConcept C138395690 @default.
• W2784044853 hasConcept C138885662 @default.
• W2784044853 hasConcept C143587482 @default.
• W2784044853 hasConcept C15744967 @default.
• W2784044853 hasConcept C159694833 @default.
• W2784044853 hasConcept C177264268 @default.
• W2784044853 hasConcept C199360897 @default.
• W2784044853 hasConcept C2778112365 @default.
• W2784044853 hasConcept C2780009758 @default.
• W2784044853 hasConcept C2780586882 @default.
• W2784044853 hasConcept C28826006 @default.
• W2784044853 hasConcept C33923547 @default.
• W2784044853 hasConcept C41008148 @default.
• W2784044853 hasConcept C542102704 @default.
• W2784044853 hasConcept C54355233 @default.
• W2784044853 hasConcept C66938386 @default.
• W2784044853 hasConcept C77088390 @default.
• W2784044853 hasConcept C86803240 @default.
• W2784044853 hasConceptScore W2784044853C107551265 @default.
• W2784044853 hasConceptScore W2784044853C111472728 @default.
• W2784044853 hasConceptScore W2784044853C11413529 @default.
• W2784044853 hasConceptScore W2784044853C115903868 @default.
• W2784044853 hasConceptScore W2784044853C120665830 @default.
• W2784044853 hasConceptScore W2784044853C121332964 @default.
• W2784044853 hasConceptScore W2784044853C127413603 @default.
• W2784044853 hasConceptScore W2784044853C134306372 @default.
• W2784044853 hasConceptScore W2784044853C135628077 @default.
• W2784044853 hasConceptScore W2784044853C138395690 @default.
• W2784044853 hasConceptScore W2784044853C138885662 @default.
• W2784044853 hasConceptScore W2784044853C143587482 @default.
• W2784044853 hasConceptScore W2784044853C15744967 @default.
• W2784044853 hasConceptScore W2784044853C159694833 @default.
• W2784044853 hasConceptScore W2784044853C177264268 @default.
• W2784044853 hasConceptScore W2784044853C199360897 @default.
• W2784044853 hasConceptScore W2784044853C2778112365 @default.
• W2784044853 hasConceptScore W2784044853C2780009758 @default.
• W2784044853 hasConceptScore W2784044853C2780586882 @default.
• W2784044853 hasConceptScore W2784044853C28826006 @default.
• W2784044853 hasConceptScore W2784044853C33923547 @default.
• W2784044853 hasConceptScore W2784044853C41008148 @default.
• W2784044853 hasConceptScore W2784044853C542102704 @default.
• W2784044853 hasConceptScore W2784044853C54355233 @default.
• W2784044853 hasConceptScore W2784044853C66938386 @default.
• W2784044853 hasConceptScore W2784044853C77088390 @default.
• W2784044853 hasConceptScore W2784044853C86803240 @default.
• W2784044853 hasIssue "12" @default.
• W2784044853 hasLocation W27840448531 @default.
• W2784044853 hasOpenAccess W2784044853 @default.
• W2784044853 hasPrimaryLocation W27840448531 @default.
• W2784044853 hasRelatedWork W1595647571 @default.
• W2784044853 hasRelatedWork W1972606945 @default.
• W2784044853 hasRelatedWork W1987645124 @default.
• W2784044853 hasRelatedWork W1994881573 @default.
• W2784044853 hasRelatedWork W1999571816 @default.
• W2784044853 hasRelatedWork W2000599273 @default.
• W2784044853 hasRelatedWork W2007774484 @default.
• W2784044853 hasRelatedWork W2014631461 @default.
• W2784044853 hasRelatedWork W2021299344 @default.
• W2784044853 hasRelatedWork W2039346289 @default.
• W2784044853 hasRelatedWork W2067464301 @default.
• W2784044853 hasRelatedWork W2081191355 @default.
• W2784044853 hasRelatedWork W2214391986 @default.
• W2784044853 hasRelatedWork W2347962993 @default.
• W2784044853 hasRelatedWork W2504298759 @default.
• W2784044853 hasRelatedWork W2753905222 @default.
• W2784044853 hasRelatedWork W2902427535 @default.
• W2784044853 hasRelatedWork W3139028963 @default.
• W2784044853 hasRelatedWork W3165758537 @default.
• W2784044853 hasRelatedWork W2494675326 @default.
• W2784044853 hasVolume "3" @default.
• W2784044853 isParatext "false" @default.
• W2784044853 isRetracted "false" @default.
• W2784044853 magId "2784044853" @default.

• next