In this book, a numerical analysis technique based on nonlinear finite element method has been used to investigate the behaviour of high strength steel fibre reinforced concrete corbels under vertical loads. New material constitutive relationships for High Strength Steel Fibre Reinforced Concrete (HSSFRC) have been formulated. These proposed material constitutive relationships have been employed for formulating the material finite element models to study the behaviour of HSSFRC corbels.
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Ahmed A. Mohammed Ali Aldubony graduated from Mosul University, B.Sc. in civil engineering 2005. M.Sc. in structural engineering 2011. Assistant lecturer in college of engineering, Mosul University. A member of the Iraqi Engineers Union.
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Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -In this book, a numerical analysis technique based on nonlinear finite element method has been used to investigate the behaviour of high strength steel fibre reinforced concrete corbels under vertical loads. New material constitutive relationships for High Strength Steel Fibre Reinforced Concrete (HSSFRC) have been formulated. These proposed material constitutive relationships have been employed for formulating the material finite element models to study the behaviour of HSSFRC corbels. 184 pp. Englisch. Bestandsnummer des Verkäufers 9786200066787
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Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Mohammed Ali Aldubony Ahmed A.Ahmed A. Mohammed Ali Aldubony graduated from Mosul University, B.Sc. in civil engineering 2005. M.Sc. in structural engineering 2011. Assistant lecturer in college of engineering, Mosul University. A me. Bestandsnummer des Verkäufers 385883370
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Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -In this book, a numerical analysis technique based on nonlinear finite element method has been used to investigate the behaviour of high strength steel fibre reinforced concrete corbels under vertical loads. New material constitutive relationships for High Strength Steel Fibre Reinforced Concrete (HSSFRC) have been formulated. These proposed material constitutive relationships have been employed for formulating the material finite element models to study the behaviour of HSSFRC corbels.Books on Demand GmbH, Überseering 33, 22297 Hamburg 184 pp. Englisch. Bestandsnummer des Verkäufers 9786200066787
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - In this book, a numerical analysis technique based on nonlinear finite element method has been used to investigate the behaviour of high strength steel fibre reinforced concrete corbels under vertical loads. New material constitutive relationships for High Strength Steel Fibre Reinforced Concrete (HSSFRC) have been formulated. These proposed material constitutive relationships have been employed for formulating the material finite element models to study the behaviour of HSSFRC corbels. Bestandsnummer des Verkäufers 9786200066787
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Taschenbuch. Zustand: Neu. Non Linear Analysis of High Strength Fibrous Reinforced Concrete | Ahmed A. Mohammed Ali Aldubony (u. a.) | Taschenbuch | 184 S. | Englisch | 2019 | Noor Publishing | EAN 9786200066787 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 117346362
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Zustand: Sehr gut. Zustand: Sehr gut | Sprache: Englisch | Produktart: Bücher | In this book, a numerical analysis technique based on nonlinear finite element method has been used to investigate the behaviour of high strength steel fibre reinforced concrete corbels under vertical loads. New material constitutive relationships for High Strength Steel Fibre Reinforced Concrete (HSSFRC) have been formulated. These proposed material constitutive relationships have been employed for formulating the material finite element models to study the behaviour of HSSFRC corbels. Bestandsnummer des Verkäufers 35390458/2
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