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Bond performance of reinforced concrete beams with electric arc furnace slag aggregates

机译:钢筋混凝土梁与电弧炉矿渣骨料的粘结性能

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The present study was conducted to evaluate the bonding performance of reinforced concrete beams with electric arc furnace oxidizing slag aggregates. The specimens were tested by varying the aggregates, and the top and bottom longitudinal reinforcement position, depending on concrete placement. The specimens containing electric arc furnace oxidizing slag aggregates showed bond performance that was on average of about 8% to 20% higher than that of the specimens using natural aggregates. The bond strength was higher at the corner longitudinal reinforcement than at the inner longitudinal reinforcement and higher at the bottom reinforcement than at the top reinforcement, regardless of the aggregate type. The experimental results were consistent with results from previous studies with concrete containing natural aggregates. Comparison with previous studies confirmed the excellent bond performance of the concrete with electric arc furnace oxidizing slag aggregates, and demonstrated the use of concrete containing electric arc furnace oxidizing slag aggregates for structural members. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本研究旨在评估钢筋混凝土梁与电弧炉氧化渣骨料的粘结性能。通过改变骨料以及顶部和底部的纵向钢筋位置(取决于混凝土放置)来测试样品。包含电弧炉氧化炉渣骨料的样品的粘结性能平均比使用天然骨料的样品高约8%至20%。无论骨料类型如何,角部纵向钢筋处的粘结强度均高于内部纵向钢筋,底部钢筋的粘结强度高于顶部钢筋。实验结果与先前对含天然骨料混凝土的研究结果一致。与先前研究的比较证实了电弧炉氧化炉渣骨料与混凝土的优异粘结性能,并证明了含电弧炉氧化炉渣骨料的混凝土用于结构构件。 (C)2020 Elsevier Ltd.保留所有权利。

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