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A platform for research: civil engineering, architecture and urbanism
Uniaxial Impact Tensile Behaviour of Plain and Steel Fibre Reinforced Concrete at -170C
In the report are presented the results of an experimental research on the behavior of plain and 1.5% steel fiber reinforced concrete subjected to low and high strain rate loading at 20 deg C and at -170 deg C. In the analyses of the results expressions are derived which relate tensile strength and energy absorption to relative fiber amount and deformation rate.
Uniaxial Impact Tensile Behaviour of Plain and Steel Fibre Reinforced Concrete at -170C
In the report are presented the results of an experimental research on the behavior of plain and 1.5% steel fiber reinforced concrete subjected to low and high strain rate loading at 20 deg C and at -170 deg C. In the analyses of the results expressions are derived which relate tensile strength and energy absorption to relative fiber amount and deformation rate.
Uniaxial Impact Tensile Behaviour of Plain and Steel Fibre Reinforced Concrete at -170C
H. A. Koermeling (author)
1984
84 pages
Report
No indication
English
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