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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριοι συγγραφείς: Tejchman, Jacek (Συγγραφέας), Kozicki, Jan (Συγγραφέας)
Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Berlin, Heidelberg : Springer Berlin Heidelberg, 2010.
Σειρά:Springer Series in Geomechanics and Geoengineering,
Θέματα:
Διαθέσιμο Online:Full Text via HEAL-Link
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100 1 |a Tejchman, Jacek.  |e author. 
245 1 0 |a Experimental and Theoretical Investigations of Steel-Fibrous Concrete  |h [electronic resource] /  |c by Jacek Tejchman, Jan Kozicki. 
264 1 |a Berlin, Heidelberg :  |b Springer Berlin Heidelberg,  |c 2010. 
300 |a V, 280 p.  |b online resource. 
336 |a text  |b txt  |2 rdacontent 
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490 1 |a Springer Series in Geomechanics and Geoengineering,  |x 1866-8755 
505 0 |a General -- Literature Overview -- Theoretical Models -- Lattice Discrete Model -- Epilogue. 
520 |a 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. 
650 0 |a Engineering. 
650 0 |a Geotechnical engineering. 
650 0 |a Mechanics. 
650 0 |a Mechanics, Applied. 
650 0 |a Engineering geology. 
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650 0 |a Foundations. 
650 0 |a Hydraulics. 
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650 2 4 |a Geoengineering, Foundations, Hydraulics. 
650 2 4 |a Geotechnical Engineering & Applied Earth Sciences. 
650 2 4 |a Theoretical and Applied Mechanics. 
700 1 |a Kozicki, Jan.  |e author. 
710 2 |a SpringerLink (Online service) 
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776 0 8 |i Printed edition:  |z 9783642146022 
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