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Book
Simultaneous structural and environmental loading of a UHPC component
Authors: ---
Year: 2010 Publisher: McLean, VA : U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,

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Book
Simultaneous structural and environmental loading of a UHPC component
Authors: ---
Year: 2010 Publisher: McLean, VA : U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,

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Book
Experimental and Theoretical Investigations of Steel-Fibrous Concrete
Authors: --- ---
ISBN: 3642422551 3642146023 9786613002389 3642146031 1283002388 Year: 2010 Publisher: Berlin, Heidelberg : Springer Berlin Heidelberg : Imprint: Springer,

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Abstract

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.

Keywords

Mechanics, Applied. --- Reinforced concrete -- Mathematical models. --- Reinforced concrete -- Testing. --- Fibrous composites --- Chemical & Materials Engineering --- Civil & Environmental Engineering --- Mechanical Engineering --- Engineering & Applied Sciences --- Civil Engineering --- Materials Science --- Hydraulic Engineering --- Fiber-reinforced concrete. --- Steel, Structural. --- Structural steel --- Fibrous concrete --- FRC (Fiber-reinforced concrete) --- Reinforced concrete, Fiber --- Engineering. --- Geotechnical engineering. --- Mechanics. --- Engineering geology. --- Engineering --- Foundations. --- Hydraulics. --- Geoengineering, Foundations, Hydraulics. --- Geotechnical Engineering & Applied Earth Sciences. --- Theoretical and Applied Mechanics. --- Geology. --- Building materials --- Civil engineering --- Girders --- Building, Iron and steel --- Iron and steel bridges --- Iron, Structural --- Structural steel industry --- Reinforced concrete --- Hydraulic engineering. --- Mechanics, applied. --- Applied mechanics --- Engineering, Mechanical --- Engineering mathematics --- Engineering, Hydraulic --- Fluid mechanics --- Hydraulics --- Shore protection --- Engineering—Geology. --- Architecture --- Building --- Structural engineering --- Underground construction --- Caissons --- Earthwork --- Masonry --- Soil consolidation --- Soil mechanics --- Walls --- Geology, Economic --- Classical mechanics --- Newtonian mechanics --- Physics --- Dynamics --- Quantum theory --- Engineering, Geotechnical --- Geotechnics --- Geotechnology --- Engineering geology --- Flow of water --- Water --- Hydraulic engineering --- Jets --- Details --- Geology --- Flow --- Distribution

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