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Da: Ria Christie Collections, Uxbridge, Regno Unito
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Aggiungi al carrelloCondizione: New. In.
Lingua: Inglese
Editore: VDM Verlag Dr. M�ller 2011-07-01, 2011
ISBN 10: 3639361377 ISBN 13: 9783639361377
Da: Chiron Media, Wallingford, Regno Unito
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Da: preigu, Osnabrück, Germania
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. FIBER REINFORCED CONCRETE | Effect of steel fibers on Shear strength | [.] Madhavi (u. a.) | Taschenbuch | Einband - flex.(Paperback) | Englisch | 2011 | VDM Verlag Dr. Müller | EAN 9783639361377 | Verantwortliche Person für die EU: OmniScriptum GmbH & Co. KG, Bahnhofstr. 28, 66111 Saarbrücken, info[at]akademikerverlag[dot]de | Anbieter: preigu.
Da: Mispah books, Redhill, SURRE, Regno Unito
EUR 105,83
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Aggiungi al carrelloPAP. Condizione: New. New Book. Delivered from our UK warehouse in 4 to 14 business days. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000.
Da: moluna, Greven, Germania
EUR 39,24
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Aggiungi al carrelloKartoniert / Broschiert. Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Madhavi T.ChDr.T.Ch.Madhavi is a Professor and Head of the Department, Civil Engineering,SRM University. Dr. Madhavi has received EP Nicolaides award. She is an active researcher. She published papers in reputed Journals and conf.
Da: AHA-BUCH GmbH, Einbeck, Germania
EUR 49,95
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - An experimental investigation on the behaviour of the steel fiber reinforced concrete beams under shear is presented. The experimental investigation consists of tests on twenty conventionally reinforced concrete beams. All the beams are of same cross-sectional dimensions, 150 x 300 mm. The primary variables are, the percentage of fiber content, the aspect ratio of fibers and the shear span to effective depth ratio of the beams. The shear strengths of the fiber reinforced concrete beams are calculated and compared with their corresponding reinforced cement concrete beams and the effect of the aspect ratio, ratio of the shear span to effective depth and percentage of fiber content on the shear strength of the beam are studied .