Experimental measurements reported in previous works have shown that the non linear response of clamped-clamped beams to harmonic excitation exhibits, at large vibration amplitudes, a harmonic distortion which is spatially distributed. The first model is based on an expansion of the transverse displacement function as a sum of series, each series being the product of a given harmonic time function by a series of chosen basic spatial functions, multiplied by the unknown contribution coefficients, to be determined. A second model, based on a different approach has then been developed, with three objectives: 1) to develop a new approximate but efficient analytical method of solution of the multidimensional Duffing equation, which may be applicable to various non-linear systems. 2) To validate the numerical result of the first model. 3) To provide designers, needing accurate estimates of the structural fatigue life, with explicit analytical expressions, which may be easily implemented in their models, for the non-linear harmonically distorted response.
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Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Experimental measurements reported in previous works have shown that the non linear response of clamped-clamped beams to harmonic excitation exhibits, at large vibration amplitudes, a harmonic distortion which is spatially distributed. The first model is based on an expansion of the transverse displacement function as a sum of series, each series being the product of a given harmonic time function by a series of chosen basic spatial functions, multiplied by the unknown contribution coefficients, to be determined. A second model, based on a different approach has then been developed, with three objectives: 1) to develop a new approximate but efficient analytical method of solution of the multidimensional Duffing equation, which may be applicable to various non-linear systems. 2) To validate the numerical result of the first model. 3) To provide designers, needing accurate estimates of the structural fatigue life, with explicit analytical expressions, which may be easily implemented in their models, for the non-linear harmonically distorted response. 100 pp. Englisch. N° de réf. du vendeur 9783659267543
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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Experimental measurements reported in previous works have shown that the non linear response of clamped-clamped beams to harmonic excitation exhibits, at large vibration amplitudes, a harmonic distortion which is spatially distributed. The first model is based on an expansion of the transverse displacement function as a sum of series, each series being the product of a given harmonic time function by a series of chosen basic spatial functions, multiplied by the unknown contribution coefficients, to be determined. A second model, based on a different approach has then been developed, with three objectives: 1) to develop a new approximate but efficient analytical method of solution of the multidimensional Duffing equation, which may be applicable to various non-linear systems. 2) To validate the numerical result of the first model. 3) To provide designers, needing accurate estimates of the structural fatigue life, with explicit analytical expressions, which may be easily implemented in their models, for the non-linear harmonically distorted response. N° de réf. du vendeur 9783659267543
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Atmani HassanHASSAN ATMANI1996 : Doctorate in Atomic and Molecular Physics at the Faculty of Technical Science 2006 :Doctorate in applied science school of engineering MohammediaOption: Genaral lessons and techniquesDiscipline: Appli. N° de réf. du vendeur 5144406
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -Experimental measurements reported in previous works have shown that the non linear response of clamped-clamped beams to harmonic excitation exhibits, at large vibration amplitudes, a harmonic distortion which is spatially distributed. The first model is based on an expansion of the transverse displacement function as a sum of series, each series being the product of a given harmonic time function by a series of chosen basic spatial functions, multiplied by the unknown contribution coefficients, to be determined. A second model, based on a different approach has then been developed, with three objectives: 1) to develop a new approximate but efficient analytical method of solution of the multidimensional Duffing equation, which may be applicable to various non-linear systems. 2) To validate the numerical result of the first model. 3) To provide designers, needing accurate estimates of the structural fatigue life, with explicit analytical expressions, which may be easily implemented in their models, for the non-linear harmonically distorted response.OmniScriptum SRL, Str. Armeneasca 28/1, office 1, 2012 Chisinau 100 pp. Englisch. N° de réf. du vendeur 9783659267543
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Investigation of the harmonic distortion | Geometrically non-linear free response of thin straight structures Part I: Clamped-Clamped Beams | Hassan Atmani | Taschenbuch | 100 S. | Englisch | 2012 | LAP LAMBERT Academic Publishing | EAN 9783659267543 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 106199301
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