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Fresh Concrete: A Herschel-Bulkley Material
Some preliminary results of an experimental program on the rheological behavior of fresh concrete are presented. The fresh concrete behavior is better described by the Herschel-Bulkley mode: tau = tau(sup 1)(sup o) +a gamma; tau and gamma are the shear stress and the strain gradient applied to the specimen, respectively tau(sup 1)(sup o), a and b are three material parameters describing the concrete behavior. Among other advantages, this new description avoids the problem of negative yield stress encountered with Bingham model.
Fresh Concrete: A Herschel-Bulkley Material
Some preliminary results of an experimental program on the rheological behavior of fresh concrete are presented. The fresh concrete behavior is better described by the Herschel-Bulkley mode: tau = tau(sup 1)(sup o) +a gamma; tau and gamma are the shear stress and the strain gradient applied to the specimen, respectively tau(sup 1)(sup o), a and b are three material parameters describing the concrete behavior. Among other advantages, this new description avoids the problem of negative yield stress encountered with Bingham model.
Fresh Concrete: A Herschel-Bulkley Material
F. DeLarrard (Autor:in) / C. F. Ferraris (Autor:in) / T. Sedran (Autor:in)
1998
5 pages
Report
Keine Angabe
Englisch
Fresh concrete: A Herschel-Bulkley material
Online Contents | 1998
|Fresh concrete: A Herschel-Bulkley material
Online Contents | 1998
|Fresh concrete: A Herschel-Bulkley material
British Library Online Contents | 1998
|Fresh concrete: A Herschel-Bulkley material
Springer Verlag | 1998
|M&S highlight: De Larrard et al. (1998) Fresh concrete: A Herschel-Bulkley material
Springer Verlag | 2022
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