FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2900967632> ?p ?o ?g. }

• W2900967632 endingPage "807" @default.
• W2900967632 startingPage "793" @default.
• W2900967632 abstract "The development of nonlinear modal analysis so far has focused on structures with smooth nonlinearities. However, nonsmooth nonlinearities, which are, for instance, caused by contact interactions are highly relevant in practical applications. This paper proposes a novel numerical approach along with a method for the measurement of nonlinear modes of structures with nonsmooth contact nonlinearities. The proposed numerical method combines the shooting method and the harmonic balance method, yielding a mixed time-frequency domain representation of the system, allowing for an efficient treatment of the nonsmooth contact law within the numerical approach. Moreover, the mass of the system is redistributed such that the contact nodes are massless. Thereby, the dynamic contact problem can be reduced to a quasi-static contact problem. A salient feature of this numerical approach is that the contact problems are solved without the need for any contact parameters, such as penalty or restitution coefficients. Furthermore, the conservative nature of the contact law incorporated in this formulation allows for the calculation of nonlinear modes as periodic solutions of conservative systems. The experimental method relies on a nonlinear phase resonance approach. Hitherto, phase resonance methods have exclusively been applied to systems with smooth nonlinearities. In this study, an automated nonlinear phase resonance approach with phase-controlled excitation is used, providing a robust experimental procedure, which facilitates the treatment of strong nonsmooth nonlinearities, e.g., caused by unilateral constraints inducing impacts. The numerical and experimental methods are demonstrated by an application to a benchmark structure consisting of a beam with one-sided support leading to impacts. It is shown that the numerical method can be applied without the need for any nonlinear system identification effort and the results agree well with the measured nonlinear modes." @default.
• W2900967632 created "2018-11-29" @default.
• W2900967632 creator A5018465136 @default.
• W2900967632 creator A5048629969 @default.
• W2900967632 creator A5060899376 @default.
• W2900967632 date "2019-04-01" @default.
• W2900967632 modified "2023-09-26" @default.
• W2900967632 title "A method for numerical and experimental nonlinear modal analysis of nonsmooth systems" @default.
• W2900967632 cites W1267663026 @default.
• W2900967632 cites W1970747459 @default.
• W2900967632 cites W19781257 @default.
• W2900967632 cites W1986047910 @default.
• W2900967632 cites W1989173945 @default.
• W2900967632 cites W1998089100 @default.
• W2900967632 cites W2000339543 @default.
• W2900967632 cites W2001275283 @default.
• W2900967632 cites W2007221293 @default.
• W2900967632 cites W2007493374 @default.
• W2900967632 cites W2011427088 @default.
• W2900967632 cites W2029175600 @default.
• W2900967632 cites W2029984447 @default.
• W2900967632 cites W2037758750 @default.
• W2900967632 cites W2040932482 @default.
• W2900967632 cites W2049714706 @default.
• W2900967632 cites W2053342603 @default.
• W2900967632 cites W2059991268 @default.
• W2900967632 cites W2060580180 @default.
• W2900967632 cites W2064534127 @default.
• W2900967632 cites W2081696580 @default.
• W2900967632 cites W2123310344 @default.
• W2900967632 cites W2134422123 @default.
• W2900967632 cites W2232813857 @default.
• W2900967632 cites W2297691830 @default.
• W2900967632 cites W2466561594 @default.
• W2900967632 cites W2482051381 @default.
• W2900967632 cites W2484961625 @default.
• W2900967632 cites W2502192837 @default.
• W2900967632 cites W2605525084 @default.
• W2900967632 cites W2756934322 @default.
• W2900967632 cites W2792510033 @default.
• W2900967632 cites W2887738729 @default.
• W2900967632 doi "https://doi.org/10.1016/j.ymssp.2018.11.009" @default.
• W2900967632 hasPublicationYear "2019" @default.
• W2900967632 type Work @default.
• W2900967632 sameAs 2900967632 @default.
• W2900967632 citedByCount "12" @default.
• W2900967632 countsByYear W29009676322019 @default.
• W2900967632 countsByYear W29009676322020 @default.
• W2900967632 countsByYear W29009676322021 @default.
• W2900967632 countsByYear W29009676322022 @default.
• W2900967632 countsByYear W29009676322023 @default.
• W2900967632 crossrefType "journal-article" @default.
• W2900967632 hasAuthorship W2900967632A5018465136 @default.
• W2900967632 hasAuthorship W2900967632A5048629969 @default.
• W2900967632 hasAuthorship W2900967632A5060899376 @default.
• W2900967632 hasConcept C104286136 @default.
• W2900967632 hasConcept C121332964 @default.
• W2900967632 hasConcept C121758426 @default.
• W2900967632 hasConcept C127413603 @default.
• W2900967632 hasConcept C134306372 @default.
• W2900967632 hasConcept C135628077 @default.
• W2900967632 hasConcept C154945302 @default.
• W2900967632 hasConcept C158622935 @default.
• W2900967632 hasConcept C185592680 @default.
• W2900967632 hasConcept C188027245 @default.
• W2900967632 hasConcept C2775924081 @default.
• W2900967632 hasConcept C2777229905 @default.
• W2900967632 hasConcept C33923547 @default.
• W2900967632 hasConcept C41008148 @default.
• W2900967632 hasConcept C44280652 @default.
• W2900967632 hasConcept C47446073 @default.
• W2900967632 hasConcept C48753275 @default.
• W2900967632 hasConcept C62520636 @default.
• W2900967632 hasConcept C66938386 @default.
• W2900967632 hasConcept C71139939 @default.
• W2900967632 hasConceptScore W2900967632C104286136 @default.
• W2900967632 hasConceptScore W2900967632C121332964 @default.
• W2900967632 hasConceptScore W2900967632C121758426 @default.
• W2900967632 hasConceptScore W2900967632C127413603 @default.
• W2900967632 hasConceptScore W2900967632C134306372 @default.
• W2900967632 hasConceptScore W2900967632C135628077 @default.
• W2900967632 hasConceptScore W2900967632C154945302 @default.
• W2900967632 hasConceptScore W2900967632C158622935 @default.
• W2900967632 hasConceptScore W2900967632C185592680 @default.
• W2900967632 hasConceptScore W2900967632C188027245 @default.
• W2900967632 hasConceptScore W2900967632C2775924081 @default.
• W2900967632 hasConceptScore W2900967632C2777229905 @default.
• W2900967632 hasConceptScore W2900967632C33923547 @default.
• W2900967632 hasConceptScore W2900967632C41008148 @default.
• W2900967632 hasConceptScore W2900967632C44280652 @default.
• W2900967632 hasConceptScore W2900967632C47446073 @default.
• W2900967632 hasConceptScore W2900967632C48753275 @default.
• W2900967632 hasConceptScore W2900967632C62520636 @default.
• W2900967632 hasConceptScore W2900967632C66938386 @default.
• W2900967632 hasConceptScore W2900967632C71139939 @default.
• W2900967632 hasLocation W29009676321 @default.
• W2900967632 hasOpenAccess W2900967632 @default.
• W2900967632 hasPrimaryLocation W29009676321 @default.

• next