FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4378895384> ?p ?o ?g. }

• W4378895384 endingPage "222" @default.
• W4378895384 startingPage "197" @default.
• W4378895384 abstract "In this paper, a novel numerical approach based on isogeometric analysis and the scaled boundary finite element method is performed, focusing on improving the computing performance (such as accuracy, efficiency and flexibility) of bending and free vibration analyses for laminated composite plates with rectilinear and curvilinear fibers constrained or free from elastic foundations. The non-uniform rational B-splines are used as shape functions for both the construction of exact geometry and the approximation of field variables. The governing formulations are derived from the 3D theory of elasticity, while only discretization for the 2D in-plane dimension is required, with the displacement and stress fields expressed analytically along the thickness direction. Compared to traditional methods, the proposed method possesses the following major advantages: a) The powerful calculation accuracy and less computation consumption due to the higher-order continuity of non-uniform rational B-splines and the intrinsic semi-analytical property from the scaled boundary finite element method; b) The geometric exact description encapsulated in the non-uniform rational B-splines basis ensures the excellent adaptability of the present approach to arbitrary free-form geometries; c) Interaction between laminated plates and elastic foundations can be easily constructed by using the proposed formulations due to discretizations are restricted only to the 2D in-plane; d) Outstanding capability of the presented formulation for the mechanical analysis of variable stiffness laminated composite plates with curvilinear fibers; e) The robust flexibility of the non-uniform rational B-splines in handling curved boundaries makes a strong adaptability of the present method to irregular meshes. Numerical examples on both static and free vibration analyses demonstrate the excellent performance of the present approach." @default.
• W4378895384 created "2023-06-01" @default.
• W4378895384 creator A5009027478 @default.
• W4378895384 creator A5026515951 @default.
• W4378895384 creator A5045335207 @default.
• W4378895384 creator A5062036586 @default.
• W4378895384 creator A5082084084 @default.
• W4378895384 date "2023-09-01" @default.
• W4378895384 modified "2023-10-17" @default.
• W4378895384 title "A novel isogeometric scaled boundary finite element method for bending and free vibration analyses of laminated plates with rectilinear and curvilinear fibers constrained or free from elastic foundations" @default.
• W4378895384 cites W1521489031 @default.
• W4378895384 cites W172148258 @default.
• W4378895384 cites W1794873020 @default.
• W4378895384 cites W1907845792 @default.
• W4378895384 cites W1972547866 @default.
• W4378895384 cites W1973737329 @default.
• W4378895384 cites W1976353434 @default.
• W4378895384 cites W1980098346 @default.
• W4378895384 cites W1980127248 @default.
• W4378895384 cites W1980667224 @default.
• W4378895384 cites W1981437514 @default.
• W4378895384 cites W1983494136 @default.
• W4378895384 cites W1987671130 @default.
• W4378895384 cites W1991562194 @default.
• W4378895384 cites W1995790056 @default.
• W4378895384 cites W2000425991 @default.
• W4378895384 cites W2000943571 @default.
• W4378895384 cites W2003411549 @default.
• W4378895384 cites W2004183566 @default.
• W4378895384 cites W2004457510 @default.
• W4378895384 cites W2004947029 @default.
• W4378895384 cites W2006241570 @default.
• W4378895384 cites W2006468147 @default.
• W4378895384 cites W2007809491 @default.
• W4378895384 cites W2008756745 @default.
• W4378895384 cites W2020749392 @default.
• W4378895384 cites W2027110045 @default.
• W4378895384 cites W2029888792 @default.
• W4378895384 cites W2036246756 @default.
• W4378895384 cites W2037215709 @default.
• W4378895384 cites W2038483486 @default.
• W4378895384 cites W2041186442 @default.
• W4378895384 cites W2045584573 @default.
• W4378895384 cites W2054687361 @default.
• W4378895384 cites W2056986363 @default.
• W4378895384 cites W2060741126 @default.
• W4378895384 cites W2065531170 @default.
• W4378895384 cites W2072446689 @default.
• W4378895384 cites W2072502286 @default.
• W4378895384 cites W2077996930 @default.
• W4378895384 cites W2078742373 @default.
• W4378895384 cites W2084270359 @default.
• W4378895384 cites W2084279782 @default.
• W4378895384 cites W2085746547 @default.
• W4378895384 cites W2087991437 @default.
• W4378895384 cites W2090841095 @default.
• W4378895384 cites W2092623172 @default.
• W4378895384 cites W2096953572 @default.
• W4378895384 cites W2104299727 @default.
• W4378895384 cites W2111892417 @default.
• W4378895384 cites W2117922939 @default.
• W4378895384 cites W2123780966 @default.
• W4378895384 cites W2141671098 @default.
• W4378895384 cites W2144673432 @default.
• W4378895384 cites W2161801520 @default.
• W4378895384 cites W2168133360 @default.
• W4378895384 cites W2190467325 @default.
• W4378895384 cites W2334884662 @default.
• W4378895384 cites W2471803209 @default.
• W4378895384 cites W2508219228 @default.
• W4378895384 cites W2539903073 @default.
• W4378895384 cites W2557614990 @default.
• W4378895384 cites W2566344666 @default.
• W4378895384 cites W2578510303 @default.
• W4378895384 cites W2597723374 @default.
• W4378895384 cites W2609581100 @default.
• W4378895384 cites W2624573841 @default.
• W4378895384 cites W2662945845 @default.
• W4378895384 cites W2746140577 @default.
• W4378895384 cites W2760982694 @default.
• W4378895384 cites W2761871139 @default.
• W4378895384 cites W2765930023 @default.
• W4378895384 cites W2766021262 @default.
• W4378895384 cites W2769231261 @default.
• W4378895384 cites W2773964177 @default.
• W4378895384 cites W2796082621 @default.
• W4378895384 cites W2883997491 @default.
• W4378895384 cites W2884648770 @default.
• W4378895384 cites W2900362051 @default.
• W4378895384 cites W2942567389 @default.
• W4378895384 cites W3010055177 @default.
• W4378895384 cites W3033001904 @default.
• W4378895384 cites W3035096931 @default.
• W4378895384 cites W3114214513 @default.
• W4378895384 cites W3122195946 @default.
• W4378895384 cites W3125462232 @default.
• W4378895384 cites W3134486811 @default.
• W4378895384 cites W3183856938 @default.

• next