Dynamic Response of Pre-Stressed Spatially Curved Thin-Walled Beams of Open Profile

This short book analyses the dynamic stability with respect to small perturbations, as well as the local damage of geometrically nonlinear elastic, spatially curved, open section beams with axial precompression. Transient waves, which are the surfaces of strong discontinuity and wherein the stress a...

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Auteurs principaux: Rossikhin, Yury A., Shitikova, Marina V. (Auteur)
פורמט: Livre numérique
שפה:Anglais
יצא לאור: Berlin, Heidelberg : Springer Berlin Heidelberg 2011.
Cham : Springer Nature
סדרה:SpringerBriefs in Applied Sciences and Technology
גישה מקוונת:Accès sur la plateforme de l'éditeur
Accès sur la plateforme Istex
Accès Université d'Orléans
Accès INSA CVL
הערה: Archives Springer e-books (Licence nationale)
Archives Springer e-books (Licence nationale)
Autres localisations: Voir dans le Sudoc
Edition sous un autre format:• Dynamic Response of Pre-Stressed Spatially Curved Thin-Walled Beams of Open Profile, Texte imprimé, 9783642209680
• Dynamic Response of Pre-Stressed Spatially Curved Thin-Walled Beams of Open Profile, Texte imprimé, 9783642209703
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100 1 |a Rossikhin, Yury A. 
245 1 0 |a Dynamic Response of Pre-Stressed Spatially Curved Thin-Walled Beams of Open Profile   |c by Yury A. Rossikhin, Marina V. Shitikova. 
260 |a Berlin, Heidelberg :  |b Springer Berlin Heidelberg. 
260 |a Cham :  |b Springer Nature,  |c 2011. 
490 0 |a SpringerBriefs in Applied Sciences and Technology  |x 2191-5318 
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505 0 |a Introduction -- Problem Formulation and Governing Equations -- Impact Response of a Thin-walled Beam of Open Profile -- Conclusion -- Appendix. 
506 |a Accès en ligne pour les établissements français bénéficiaires des licences nationales 
506 |a Accès soumis à abonnement pour tout autre établissement 
506 |a Conditions particulières de réutilisation pour les bénéficiaires des licences nationales. chttps://www.licencesnationales.fr/springer-nature-ebooks-contrat-licence-ln-2017 
520 |a This short book analyses the dynamic stability with respect to small perturbations, as well as the local damage of geometrically nonlinear elastic, spatially curved, open section beams with axial precompression. Transient waves, which are the surfaces of strong discontinuity and wherein the stress and strain fields experience discontinuities, are used as small perturbations; in so doing the discontinuities are considered to be of small magnitude. Such waves are initiated during low-velocity impacts upon thin-walled beams. The theory of discontinuities and the method of ray expansions which allow one to find the desired fields behind the fronts of the transient waves in terms of discontinuities in time-derivatives of the values to be found, are used as the methods of solution for short-time dynamic processes. The example of using the ray expansions for analyzing the impact response of spatially curved thin-walled beams of open profile is demonstrated by solving the problem about the normal impact of an elastic hemispherical-nosed rod upon an elastic arch representing itself a channel-beam curved along an arc of the circumference. The influence of the initial stresses on the dynamic fields has been investigated. 
700 1 |a Shitikova, Marina V.  |4 aut 
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