Steel-concrete composite construction has been gaining popularity over the last century thanks to its ability to well marry the advantages of structural components made of concrete and steel. This work studies the behaviour of composite beams with partial shear interaction by means of the direct stiffness approach. An analytical model is presented to describe the behaviour of m-layered composite beams. For the particular case of two layers closed form solutions are derived to predict the composite behaviour in the linear-elastic range and accounting for time effects. Based on this model, a direct stiffness approach is formulated considering linear-elastic material properties. An extension in the nonlinear range is proposed and validated against experimental data available in the literature. The applicability of this approach is further extended to account for the time-dependent behaviour of the concrete. In this case only one discretisation is necessary, i.e. in the time domain, instead of the two, i.e. one discretisation in the time domain and one along the beam axis, required by modelling techniques available in the literature.
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Gianluca Ranzi, BE MscEng PhD: Studied Civil Engineering at The University of New South Wales, at the Universita? Politecnica delle Marche and at the University of Wollongong, and Management and Production Engineering at the Politecnico di Milano. Senior Lecturer at The University of Sydney.
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Taschenbuch. Etat : Neu. Partial interaction analysis of composite beams | A direct stiffness approach | Gianluca Ranzi | Taschenbuch | Einband - flex.(Paperback) | Englisch | 2009 | VDM Verlag Dr. Müller | EAN 9783639166293 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]akademikerverlag[dot]de | Anbieter: preigu. N° de réf. du vendeur 101550491
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Taschenbuch. Etat : 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. N° de réf. du vendeur 9783639166293
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