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Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Hardcover, 2010 ed.)
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Experimental and Theoretical Investigations of Steel-Fibrous Concrete (Hardcover, 2010 ed.)
Series: Springer Series in Geomechanics and Geoengineering
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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.
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