FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4385712879> ?p ?o ?g. }

• W4385712879 abstract "Purpose This paper aims to analyze deeply the effect of surface roughness conditions of the common interface of the two-layered riveted cantilever beams on their frictional damping during free lateral vibration at first mode. Here, the product, ( µ × α), and damping ratio, ξ , are the parameters whose variations are analyzed in this investigation. For this, the influencing parameters considered are the natural frequency of vibration, f; the amplitude of initial excitation, y; and surface roughness value, Ra. Design/methodology/approach For experimentally evaluating logarithmic damping decrement, d, the frequency response function analyzer for the case of free lateral vibrations was used. Later, for evaluating the product, µ × α (where µ is the kinematic coefficient of friction and α is the dynamic slip ratio), and then, the damping ratio, ξ , the empirical relation suggested for logarithmic damping decrement, d, of riveted cantilever beams was used. After this, the full and reduced quadratic models of the product, µ × α, ξ , response surface methodology (RSM) with the help of Design Expert 11 software was used. Corresponding main effects plots, surface plots and prediction comparison plots were obtained to observe the variations of the product, µ × α, ξ for the variations of influencing parameters: f, y and Ra. Finally, a machine learning technique such as artificial neural networks (ANNs) using “nntool” present in MATLAB R13a software was used to predict the ξ for the different combinations of f, y and Ra. Findings The full and reduced quadratic regression models for the product, ( µ × α) and the damping ratio, ξ of riveted cantilever beams for free lateral vibrations of the first mode in terms of the parameters: f, y and Ra were obtained. In addition, the main effects plots, surface plots and prediction comparison plots for the product, µ × α, ξ , with the corresponding experimental values of the product, µ × α, ξ , were obtained. Also, the execution of ANNs using MATLAB R13a software is proved to be the more accurate tool for the prediction of damping ratios in comparison to quadratic regression equations obtained from Design Expert 11 software. In the end, the assumption that the effect of surface roughness value on the product, ( µ × α), and the damping ratio, ξ , is negligible is proved to be true using the main effects plots for the product, ( µ × α) and ξ obtained from the Design Expert 11 software. Originality/value Obtaining the full and reduced quadratic regression equations for the product, ( µ × α), and ξ of the two-layered riveted cantilever beams in terms of parameters: f, y and Ra was done. In addition, the conditions for the corresponding minimum and maximum values of the product, ( µ × α), and ξ were obtained. Later, the main effects plots, surface plots and comparison plots of the predicted product, ( µ × α), and ξ versus experimental product, ( µ × α), and ξ were also obtained. Finally, the predicted values of the product, ( µ × α), and ξ using the ANNs tool are observed to be the more accurate values in comparison to that obtained from RSM using the Design Expert 11 software." @default.
• W4385712879 created "2023-08-10" @default.
• W4385712879 creator A5026673642 @default.
• W4385712879 creator A5026737936 @default.
• W4385712879 creator A5081772803 @default.
• W4385712879 date "2023-08-11" @default.
• W4385712879 modified "2023-10-17" @default.
• W4385712879 title "Effect of interfacial surface roughness condition on damping of riveted cantilever beams" @default.
• W4385712879 cites W1965456126 @default.
• W4385712879 cites W1983750813 @default.
• W4385712879 cites W1987995521 @default.
• W4385712879 cites W1988996229 @default.
• W4385712879 cites W1989890272 @default.
• W4385712879 cites W1993527544 @default.
• W4385712879 cites W1994691504 @default.
• W4385712879 cites W2001910813 @default.
• W4385712879 cites W2002292470 @default.
• W4385712879 cites W2003777218 @default.
• W4385712879 cites W2020728265 @default.
• W4385712879 cites W2024454022 @default.
• W4385712879 cites W2040222826 @default.
• W4385712879 cites W2072560818 @default.
• W4385712879 cites W2073615296 @default.
• W4385712879 cites W2086325096 @default.
• W4385712879 cites W2100196602 @default.
• W4385712879 cites W2136832006 @default.
• W4385712879 cites W3170176927 @default.
• W4385712879 doi "https://doi.org/10.1108/wje-04-2023-0105" @default.
• W4385712879 hasPublicationYear "2023" @default.
• W4385712879 type Work @default.
• W4385712879 citedByCount "0" @default.
• W4385712879 crossrefType "journal-article" @default.
• W4385712879 hasAuthorship W4385712879A5026673642 @default.
• W4385712879 hasAuthorship W4385712879A5026737936 @default.
• W4385712879 hasAuthorship W4385712879A5081772803 @default.
• W4385712879 hasConcept C105795698 @default.
• W4385712879 hasConcept C107365816 @default.
• W4385712879 hasConcept C121332964 @default.
• W4385712879 hasConcept C123987485 @default.
• W4385712879 hasConcept C124139854 @default.
• W4385712879 hasConcept C127413603 @default.
• W4385712879 hasConcept C141354745 @default.
• W4385712879 hasConcept C150077022 @default.
• W4385712879 hasConcept C159985019 @default.
• W4385712879 hasConcept C192562407 @default.
• W4385712879 hasConcept C198394728 @default.
• W4385712879 hasConcept C24890656 @default.
• W4385712879 hasConcept C33923547 @default.
• W4385712879 hasConcept C66938386 @default.
• W4385712879 hasConcept C78736273 @default.
• W4385712879 hasConceptScore W4385712879C105795698 @default.
• W4385712879 hasConceptScore W4385712879C107365816 @default.
• W4385712879 hasConceptScore W4385712879C121332964 @default.
• W4385712879 hasConceptScore W4385712879C123987485 @default.
• W4385712879 hasConceptScore W4385712879C124139854 @default.
• W4385712879 hasConceptScore W4385712879C127413603 @default.
• W4385712879 hasConceptScore W4385712879C141354745 @default.
• W4385712879 hasConceptScore W4385712879C150077022 @default.
• W4385712879 hasConceptScore W4385712879C159985019 @default.
• W4385712879 hasConceptScore W4385712879C192562407 @default.
• W4385712879 hasConceptScore W4385712879C198394728 @default.
• W4385712879 hasConceptScore W4385712879C24890656 @default.
• W4385712879 hasConceptScore W4385712879C33923547 @default.
• W4385712879 hasConceptScore W4385712879C66938386 @default.
• W4385712879 hasConceptScore W4385712879C78736273 @default.
• W4385712879 hasLocation W43857128791 @default.
• W4385712879 hasOpenAccess W4385712879 @default.
• W4385712879 hasPrimaryLocation W43857128791 @default.
• W4385712879 hasRelatedWork W1597682874 @default.
• W4385712879 hasRelatedWork W1980870036 @default.
• W4385712879 hasRelatedWork W2168255463 @default.
• W4385712879 hasRelatedWork W2368355598 @default.
• W4385712879 hasRelatedWork W2372524310 @default.
• W4385712879 hasRelatedWork W2391436447 @default.
• W4385712879 hasRelatedWork W2687118770 @default.
• W4385712879 hasRelatedWork W3058173379 @default.
• W4385712879 hasRelatedWork W3168524690 @default.
• W4385712879 hasRelatedWork W4321384809 @default.
• W4385712879 isParatext "false" @default.
• W4385712879 isRetracted "false" @default.
• W4385712879 workType "article" @default.