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A platform for research: civil engineering, architecture and urbanism
Stress-strain relations of steel fiber reinforced concrete under repeated compressive load
AbstractThe purpose of the present paper is to examine the hysteretic stress-strain behavior of steel fiber reinforced concrete and steel fiber reinforced mortar under uniaxial compression and to propose mathematical expressions of stress-strain curves based on experimental data. The stress-strain relations are examined in terms of the volume fraction and the aspect ratio of steel fiber. It is indicated in this paper that the normalized stress - strain curves can be described by the proposed simple numerical model with a fairly good accuracy.
Stress-strain relations of steel fiber reinforced concrete under repeated compressive load
AbstractThe purpose of the present paper is to examine the hysteretic stress-strain behavior of steel fiber reinforced concrete and steel fiber reinforced mortar under uniaxial compression and to propose mathematical expressions of stress-strain curves based on experimental data. The stress-strain relations are examined in terms of the volume fraction and the aspect ratio of steel fiber. It is indicated in this paper that the normalized stress - strain curves can be described by the proposed simple numerical model with a fairly good accuracy.
Stress-strain relations of steel fiber reinforced concrete under repeated compressive load
Tanigawa, Y. (author) / Hatanaka, S. (author)
Cement and Concrete Research ; 13 ; 801-808
1983-07-25
8 pages
Article (Journal)
Electronic Resource
English
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