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Experimental and Theoretical Investigations of Steel-Fibrous Concrete - Jacek Tejchman
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Jacek Tejchman:
Experimental and Theoretical Investigations of Steel-Fibrous Concrete - neues Buch

1, ISBN: 9783642146022

[ED: Buch], [PU: Springer-Verlag GmbH], Neuware - 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., DE, [SC: 0.00], Neuware, gewerbliches Angebot, FixedPrice, 285, [GW: 583g], offene Rechnung (Vorkasse vorbehalten), PayPal, Banküberweisung

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Experimental and Theoretical Investigations of Steel-Fibrous Concrete
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Experimental and Theoretical Investigations of Steel-Fibrous Concrete - neues Buch

ISBN: 9783642146022

ID: 978364214602

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. Books, Science and Nature, Experimental and Theoretical Investigations of Steel-Fibrous Concrete Books>Science and Nature, Springer Berlin Heidelberg

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Experimental and Theoretical Investigations of Steel-Fibrous Concrete - Jacek Tejchman
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Jacek Tejchman:
Experimental and Theoretical Investigations of Steel-Fibrous Concrete - neues Buch

1, ISBN: 9783642146022

[ED: Buch], [PU: Springer-Verlag GmbH], Neuware - 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., DE, [SC: 0.00], Neuware, gewerbliches Angebot, 240x165x25 mm, 285, [GW: 583g], Banküberweisung, PayPal

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Experimental and Theoretical Investigations of Steel-Fibrous Concrete - Jacek Tejchman
Vergriffenes Buch, derzeit bei uns nicht verfügbar.
(*)
Jacek Tejchman:
Experimental and Theoretical Investigations of Steel-Fibrous Concrete - neues Buch

ISBN: 9783642146022

[ED: Buch], [PU: Springer-Verlag GmbH], Neuware - 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., Neuware, gewerbliches Angebot, FixedPrice, [GW: 583g]

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Experimental and Theoretical Investigations of Steel-Fibrous Concrete - Tejchman, Jacek (Herausgeber); Kozicki, Jan (Herausgeber)
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Tejchman, Jacek (Herausgeber); Kozicki, Jan (Herausgeber):
Experimental and Theoretical Investigations of Steel-Fibrous Concrete - gebunden oder broschiert

2010, ISBN: 3642146023

ID: A10036074

Gebundene Ausgabe Geotechnik, Bau / Tiefbau, Tiefbau, Meteorologie und Klimatologie (Klimaforschung), Festkörpermechanik, Maschinenbau, Boden- und Felsmechanik, Wasserbau, Engineering (Maschinenbau/Ingenieurswesen), allgemein, mit Schutzumschlag neu, [PU:Springer-Verlag GmbH; Springer Berlin]

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Details zum Buch
Experimental and Theoretical Investigations of Steel-Fibrous Concrete

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.

Detailangaben zum Buch - Experimental and Theoretical Investigations of Steel-Fibrous Concrete


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

Buch in der Datenbank seit 28.10.2009 16:57:11
Buch zuletzt gefunden am 27.02.2018 13:22:05
ISBN/EAN: 9783642146022

ISBN - alternative Schreibweisen:
3-642-14602-3, 978-3-642-14602-2


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