Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Springer Series in Geomechanics and Geoengineering) - gebunden oder broschiert

EAN (ISBN-13): 9783642146022
ISBN (ISBN-10): 3642146023
Gebundene Ausgabe
Erscheinungsjahr: 2010
Herausgeber: Springer
285 Seiten
Gewicht: 0,583 kg
Sprache: eng/Englisch

Buch in der Datenbank seit 2009-10-28T16:57:11+01:00 (Berlin)
Detailseite zuletzt geändert am 2023-09-12T00:11:22+02:00 (Berlin)
ISBN/EAN: 9783642146022

ISBN - alternative Schreibweisen:
3-642-14602-3, 978-3-642-14602-2
Alternative Schreibweisen und verwandte Suchbegriffe:
Autor des Buches: kozicki, jan tejchman
Titel des Buches: steel, concrete, geoengineering, experimental, geomechanics

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Daten vom Verlag:

Autor/in: Jacek Tejchman; Jan Kozicki
Titel: Springer Series in Geomechanics and Geoengineering; Experimental and Theoretical Investigations of Steel-Fibrous Concrete
Verlag: Springer; Springer Berlin
280 Seiten
Erscheinungsjahr: 2010-09-23
Berlin; Heidelberg; DE
Gedruckt / Hergestellt in Niederlande.
Gewicht: 1,320 kg
Sprache: Englisch
160,49 € (DE)
164,99 € (AT)
177,00 CHF (CH)
POD
V, 280 p.

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

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.