Stress-Strain Behavior of Steel Fiber Reinforced Concrete Subjected to Compressive Load
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概要
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In this paper, mathematical expressions of stress-strain curves of steel fiber reinforced concrete (SFRC) up to a large compressive strain are proposed. These are based on experimental data obtained by using a new type of stiff compressive testing machine. The stress-strain relations are examined in terms of water-cement ratio, volume fraction of steel fiber, shape and size of specimen, placing direction of concrete, and curing condition. The variation of stress-strain curves of SFRC and the moment-curvature relationships of RC beams made with SFRC obtained in an earlier experiment are subsequently compared with those calculated by using the expressions in the Monte Carlo simulation.
- Faculty of Engineering, Mie Universityの論文
- 1981-12-21
Faculty of Engineering, Mie University | 論文
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