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ISBN: 9783642146022

Concrete is still the most widely used construction material since it has the lowest ratio between cost and strength as compared to other available materials. However, it has two undesira… Altro …

Nr. 978-3-642-14602-2. Costi di spedizione:Worldwide free shipping, , DE. (EUR 0.00)
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Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Springer Series in Geomechanics and Geoengineering) - copertina rigida, flessible

2010, ISBN: 9783642146022

Editor: Tejchman, Jacek, Editor: Kozicki, Jan, Springer, Hardcover, Auflage: 2010, 285 Seiten, Publiziert: 2010-09-23T00:00:01Z, Produktgruppe: Book, Hersteller-Nr.: colour illustrations,… Altro …

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ISBN: 9783642146022

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Tejchman, Jacek (Editor), and Kozicki, Jan (Editor):
Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Springer Series in Geomechanics and Geoengineering) - copertina rigida, flessible

2010, ISBN: 9783642146022

hardcover, Access codes and supplements are not guaranteed with used items. May be an ex-library book., Gebraucht, guter Zustand, [PU: Springer]

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Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Springer Series in Geomechanics and Geoengineering) - copertina rigida, flessible

2010, ISBN: 3642146023

[EAN: 9783642146022], Neubuch, [PU: Springer], Books

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Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Springer Series in Geomechanics and Geoengineering)
Autore:
Titolo:
ISBN:

9783642146022


Concrete is still the most widely used construction material since it has the lowest ratio between cost and strength as compared to other available materials. However, it has two undesirable properties, namely: low tensile strength and large brittleness that cause the collapse to occur shortly after the formation of the first crack. To improve these two negative properties and to achieve a partial substitute of conventional reinforcement, an addition of short discontinuous randomly oriented steel fibres can be practiced among others. In spite of positive properties, fibrous concrete did not find such acknowledgment and application as usual concrete. There do not still exist consistent dimensioning rules due to the lack sufficient large-scale static and dynamic experiments taking into account the effect of the fibre orientation. The intention of the book is twofold: first to summarize the most important mechanical and physical properties of steel-fibre-added concrete and reinforced concrete on the basis of numerous experiments described in the scientific literature, and second to describe a quasi-static fracture process at meso-scale both in plain concrete and fibrous concrete using a novel discrete lattice model. In 2D and 3D simulations of fibrous concrete specimens under uniaxial tension, the effect of the fibre volume, fibre distribution, fibre orientation, fibre length, fibrous bond strength and specimen size on both the stress-strain curve and fracture process was carefully analyzed.

Informazioni dettagliate del libro - Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Springer Series in Geomechanics and Geoengineering)


EAN (ISBN-13): 9783642146022
ISBN (ISBN-10): 3642146023
Copertina rigida
Anno di pubblicazione: 2010
Editore: Springer
285 Pagine
Peso: 0,583 kg
Lingua: eng/Englisch

Libro nella banca dati dal 2009-10-28T16:57:11+01:00 (Zurich)
Pagina di dettaglio ultima modifica in 2023-11-16T16:47:32+01:00 (Zurich)
ISBN/EAN: 9783642146022

ISBN - Stili di scrittura alternativi:
3-642-14602-3, 978-3-642-14602-2
Stili di scrittura alternativi e concetti di ricerca simili:
Autore del libro : kozicki, jan tejchman
Titolo del libro: steel, concrete, geoengineering, experimental, geomechanics, investigations

Dati dell'editore

Autore: Jacek Tejchman; Jan Kozicki
Titolo: Springer Series in Geomechanics and Geoengineering; Experimental and Theoretical Investigations of Steel-Fibrous Concrete
Editore: Springer; Springer Berlin
280 Pagine
Anno di pubblicazione: 2010-09-23
Berlin; Heidelberg; DE
Stampato / Fatto in
Lingua: Inglese
160,49 € (DE)
164,99 € (AT)
177,00 CHF (CH)
POD
V, 280 p.

BB; Hardcover, Softcover / Technik/Bautechnik, Umwelttechnik; Konstruktiver Ingenieurbau, Baustatik; Verstehen; Hausbau, Bauhandwerk; Discrete Lattice Models; Fracture Process; Steel; Steel-Fibrous Concrete; concrete; fracture; simulation; stress; Geoengineering; Geotechnical Engineering and Applied Earth Sciences; Engineering Mechanics; Geowissenschaften; Maschinenbau; EA; BC

Concrete is still the most widely used construction material since it has the lowest ratio between cost and strength as compared to other available materials. However, it has two undesirable properties, namely: low tensile strength and large brittleness that cause the collapse to occur shortly after the formation of the first crack. To improve these two negative properties and to achieve a partial substitute of conventional reinforcement, an addition of short discontinuous randomly oriented steel fibres can be practiced among others. In spite of positive properties, fibrous concrete did not find such acknowledgment and application as usual concrete. There do not still exist consistent dimensioning rules due to the lack sufficient large-scale static and dynamic experiments taking into account the effect of the fibre orientation. The intention of the book is twofold: first to summarize the most important mechanical and physical properties of steel-fibre-added concrete and reinforced concrete on the basis of numerous experiments described in the scientific literature, and second to describe a quasi-static fracture process at meso-scale both in plain concrete and fibrous concrete using a novel discrete lattice model. In 2D and 3D simulations of fibrous concrete specimens under uniaxial tension, the effect of the fibre volume, fibre distribution, fibre orientation, fibre length, fibrous bond strength and specimen size on both the stress-strain curve and fracture process was carefully analyzed.
Summarizes the most important mechanical and physical properties of steel-fibre-added concrete and reinforced concrete on the basis of numerous experiments Describes a fracture process at meso-scale both in plain concrete and fibrous concrete Written by a leading expert in the field
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