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In den WarenkorbZustand: New. In.
Sprache: Englisch
Verlag: Springer International Publishing, 2016
ISBN 10: 3319366289 ISBN 13: 9783319366289
Anbieter: moluna, Greven, Deutschland
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In den WarenkorbZustand: New.
Sprache: Englisch
Verlag: Springer International Publishing, 2016
ISBN 10: 3319366289 ISBN 13: 9783319366289
Anbieter: preigu, Osnabrück, Deutschland
Taschenbuch. Zustand: Neu. On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete | Estefanía Cuenca | Taschenbuch | xx | Englisch | 2016 | Springer International Publishing | EAN 9783319366289 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu.
Sprache: Englisch
Verlag: Springer International Publishing, 2016
ISBN 10: 3319366289 ISBN 13: 9783319366289
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Taschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - This book sheds light on the shear behavior of Fiber Reinforced Concrete (FRC) elements, presenting a thorough analysis of the most important studies in the field and highlighting their shortcomings and issues that have been neglected to date. Instead of proposing a new formula, which would add to an already long list, it instead focuses on existing design codes. Based on a comparison of experimental tests, it provides a thorough analysis of these codes, describing both their reliability and weaknesses. Among other issues, the book addresses the influence of flange size on shear, and the possible inclusion of the flange factor in design formulas. Moreover, it reports in detail on tests performed on beams made of concrete of different compressive strengths, and on fiber reinforcements to study the influence on shear, including size effects. Lastly, the book presents a thorough analysis of FRC hollow core slabs. In fact, although this is an area of great interest in the current research landscape, it remains largely unexplored due to the difficulties encountered in attempting to fit transverse reinforcement in these elements.