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Partial Interaction Analysis Composite by Ranzi Gianluca (14 results)
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Partial interaction analysis of composite beams
Seller: Rarewaves.com USA, London, LONDO, United Kingdom
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Paperback. Condition: New.
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Partial interaction analysis of composite beams: A direct stiffness approach
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Partial interaction analysis of composite beams: A direct stiffness approach
Language: English
Published by VDM Verlag 2009-06-14, 2009
ISBN 10: 3639166299 ISBN 13: 9783639166293
Paperback. Condition: New.
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Partial Interaction Analysis of Composite Beams
Seller: GreatBookPricesUK, Woodford Green, United Kingdom
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Partial interaction analysis of composite beams
Language: English
Published by VDM Verlag Dr. Müller, 2009
ISBN 10: 3639166299 ISBN 13: 9783639166293
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Partial interaction analysis of composite beams | A direct stiffness approach
Language: English
Published by VDM Verlag Dr. Müller, 2009
ISBN 10: 3639166299 ISBN 13: 9783639166293
Taschenbuch. Condition: Neu. Partial interaction analysis of composite beams | A direct stiffness approach | Gianluca Ranzi | Taschenbuch | Englisch | VDM Verlag Dr. Müller | EAN 9783639166293 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
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Partial Interaction Analysis of Composite Beams
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PAP. Condition: New. New Book. Shipped from UK. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.
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Partial interaction analysis of composite beams A direct stiffness approach
Seller: PBShop.store UK, Fairford, GLOS, United Kingdom
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Add to basketPAP. Condition: New. New Book. Delivered from our UK warehouse in 4 to 14 business days. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.
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Partial interaction analysis of composite beams : A direct stiffness approach
Language: English
Published by VDM Verlag Dr. Müller, 2009
ISBN 10: 3639166299 ISBN 13: 9783639166293
Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Steel-concrete composite construction has beengaining popularity over the last century thanks toits ability to well marry the advantages ofstructural components made of concrete and steel.This work studies the behaviour of composite beamswith partial shear interaction by means of the directstiffness approach. An analytical model is presented to describe thebehaviour of m-layered composite beams. For theparticular case of two layers closed form solutionsare derived to predict the composite behaviour in thelinear-elastic range and accounting for time effects.Based on this model, a direct stiffness approach isformulated considering linear-elastic materialproperties. An extension in the nonlinear range isproposed and validated against experimental dataavailable in the literature.The applicability of this approach is furtherextended to account for the time-dependent behaviourof the concrete. In this case only one discretisationis necessary, i.e. in the time domain, instead of thetwo, i.e. one discretisation in the time domain andone along the beam axis, required by modellingtechniques available in the literature.
