Matches in SemOpenAlex for { <https://semopenalex.org/work/W2029554549> ?p ?o ?g. }
Showing items 1 to 88 of
88
with 100 items per page.
- W2029554549 endingPage "1414" @default.
- W2029554549 startingPage "1395" @default.
- W2029554549 abstract "An improved method is presented for the analysis of the stresses in adhesively bonded joints in slender reinforced structures subjected to bending and buckling. The method is based on a precise description of the kinematic equations in a reinforced beam cross-section under the assumption of isotropy and linear elasticity for both the adherends and adhesive. Second-order effects due to the member slenderness, as well as transverse deformation in the adhesive layer due to differential curvature between the two adherends, are taken into account. Governing equations for the shear and peel stresses in the adhesive layer are established in the form of two coupled differential equations. Here we take this interaction into account and propose a general solution for these two equations, which yields two fully-coupled closed-form equations for the stresses in the adhesive. These general equations can be adapted to any geometry and loading with appropriate boundary conditions. Exemplary calculations are worked out for a slender reinforced beam subjected to two different loadings. The theoretical results are found to be in good agreement with reference values obtained by means of a Finite Element Method analysis, especially at the adhesive edges where the stresses reach their critical values. It is concluded that the closed-form solution presented in this paper is suitable for a precise prediction of the adhesive stresses in bonded structural members subjected to bending and buckling." @default.
- W2029554549 created "2016-06-24" @default.
- W2029554549 creator A5007670589 @default.
- W2029554549 creator A5059783490 @default.
- W2029554549 creator A5068753577 @default.
- W2029554549 date "2009-01-01" @default.
- W2029554549 modified "2023-09-26" @default.
- W2029554549 title "Fully-Coupled Closed-Form Solution for Stresses in Adhesively Bonded Joints in Slender Reinforced Structures Subjected to Bending and Buckling" @default.
- W2029554549 cites W1963511318 @default.
- W2029554549 cites W1972006503 @default.
- W2029554549 cites W1979696117 @default.
- W2029554549 cites W1982506511 @default.
- W2029554549 cites W1984363437 @default.
- W2029554549 cites W2020491289 @default.
- W2029554549 cites W2040609366 @default.
- W2029554549 cites W2040706494 @default.
- W2029554549 cites W2042902760 @default.
- W2029554549 cites W2059012428 @default.
- W2029554549 cites W2066221766 @default.
- W2029554549 cites W2082340663 @default.
- W2029554549 doi "https://doi.org/10.1163/156856109x432992" @default.
- W2029554549 hasPublicationYear "2009" @default.
- W2029554549 type Work @default.
- W2029554549 sameAs 2029554549 @default.
- W2029554549 citedByCount "2" @default.
- W2029554549 crossrefType "journal-article" @default.
- W2029554549 hasAuthorship W2029554549A5007670589 @default.
- W2029554549 hasAuthorship W2029554549A5059783490 @default.
- W2029554549 hasAuthorship W2029554549A5068753577 @default.
- W2029554549 hasConcept C121332964 @default.
- W2029554549 hasConcept C127413603 @default.
- W2029554549 hasConcept C134306372 @default.
- W2029554549 hasConcept C135628077 @default.
- W2029554549 hasConcept C159985019 @default.
- W2029554549 hasConcept C168834538 @default.
- W2029554549 hasConcept C182310444 @default.
- W2029554549 hasConcept C184050105 @default.
- W2029554549 hasConcept C192562407 @default.
- W2029554549 hasConcept C195065555 @default.
- W2029554549 hasConcept C2524010 @default.
- W2029554549 hasConcept C2779227376 @default.
- W2029554549 hasConcept C33923547 @default.
- W2029554549 hasConcept C62520636 @default.
- W2029554549 hasConcept C66938386 @default.
- W2029554549 hasConcept C68928338 @default.
- W2029554549 hasConcept C78045399 @default.
- W2029554549 hasConcept C85476182 @default.
- W2029554549 hasConcept C87210426 @default.
- W2029554549 hasConceptScore W2029554549C121332964 @default.
- W2029554549 hasConceptScore W2029554549C127413603 @default.
- W2029554549 hasConceptScore W2029554549C134306372 @default.
- W2029554549 hasConceptScore W2029554549C135628077 @default.
- W2029554549 hasConceptScore W2029554549C159985019 @default.
- W2029554549 hasConceptScore W2029554549C168834538 @default.
- W2029554549 hasConceptScore W2029554549C182310444 @default.
- W2029554549 hasConceptScore W2029554549C184050105 @default.
- W2029554549 hasConceptScore W2029554549C192562407 @default.
- W2029554549 hasConceptScore W2029554549C195065555 @default.
- W2029554549 hasConceptScore W2029554549C2524010 @default.
- W2029554549 hasConceptScore W2029554549C2779227376 @default.
- W2029554549 hasConceptScore W2029554549C33923547 @default.
- W2029554549 hasConceptScore W2029554549C62520636 @default.
- W2029554549 hasConceptScore W2029554549C66938386 @default.
- W2029554549 hasConceptScore W2029554549C68928338 @default.
- W2029554549 hasConceptScore W2029554549C78045399 @default.
- W2029554549 hasConceptScore W2029554549C85476182 @default.
- W2029554549 hasConceptScore W2029554549C87210426 @default.
- W2029554549 hasIssue "10-11" @default.
- W2029554549 hasLocation W20295545491 @default.
- W2029554549 hasOpenAccess W2029554549 @default.
- W2029554549 hasPrimaryLocation W20295545491 @default.
- W2029554549 hasRelatedWork W1963684115 @default.
- W2029554549 hasRelatedWork W2002353037 @default.
- W2029554549 hasRelatedWork W2053008721 @default.
- W2029554549 hasRelatedWork W2062276134 @default.
- W2029554549 hasRelatedWork W2145690744 @default.
- W2029554549 hasRelatedWork W2160327421 @default.
- W2029554549 hasRelatedWork W2366970374 @default.
- W2029554549 hasRelatedWork W2381539903 @default.
- W2029554549 hasRelatedWork W3114999812 @default.
- W2029554549 hasRelatedWork W57987679 @default.
- W2029554549 hasVolume "23" @default.
- W2029554549 isParatext "false" @default.
- W2029554549 isRetracted "false" @default.
- W2029554549 magId "2029554549" @default.
- W2029554549 workType "article" @default.