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Fire Performance of Heavyweight Self-Compacting Concrete and Heavyweight High Strength Concrete

机译:重量级自体压实混凝土和重量级高强度混凝土的防火性能

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In this study, the fresh and hardened state properties of heavyweight self-compacting concrete (HWSCC) and heavyweight high strength concrete (HWHSC) containing heavyweight magnetite aggregate with 50, 75, and 100% replacement ratio, and their performance at elevated temperatures were explored experimentally. For fresh-state properties, the flowability and passing ability of HWSCCs were assessed by using slump flow, T500 mm, and J-ring tests. Hardened-state properties including hardened density, compressive strength, and modulus of elasticity were evaluated after 28 days of mixing. High-temperature tests were also performed to study the mass loss, spalling of HWSCC and HWHSC, and residual mechanical properties at 100, 300, 600 and 900 °C with a heating rate of 5 °C/min. Ultimately, by using the experimental data, rational numerical models were established to predict the compressive strength and modulus of elasticity of HWSCC at elevated temperatures. The results of the flowability and passing ability revealed that the addition of magnetite aggregate would not deteriorate the workability of HWSCCs and they retained their self-compacting characteristics. Based on the hardened densities, only self-compacting concrete (SCC) with 100% magnetite content, and high strength concrete (HSC) with 75 and 100% magnetite aggregate can be considered as HWC. For both the compressive strength and elastic modulus, decreasing trends were observed by introducing magnetite aggregate to SCC and HSC at an ambient temperature. Mass loss and spalling evaluations showed severe crack propagation for SCC without magnetite aggregate while SCCs containing magnetite aggregate preserved up to 900 °C. Nevertheless, the mass loss of SCCs containing 75 and 100% magnetite content were higher than that of SCC without magnetite. Due to the pressure build-up, HSCs with and without magnetite showed explosive spalling at high temperatures. The residual mechanical properties analysis indicated that the highest retention of the compressive strength and modulus of elasticity after exposure to elevated temperatures belonged to HWSCC with 100% magnetite content.
机译:在这项研究中,重量级自压力混凝土(HWSCC)和重量级高强度混凝土(HWHSC)的新鲜和硬化高强度混凝土(HWHSC),探讨了具有50,75和100%更换率的重量级磁铁矿骨料及其在高温温度下的性能。实验。对于新状态特性,通过使用坍落度,T500mm和J-Ring测试来评估HWSCC的流动性和传递能力。在混合28天后,评价包括硬化密度,抗压强度和弹性模量的硬化状态性质。还进行高温测试以研究质量损失,HWSCC和HWHSC的剥落,以及100,300,600和900℃的残留机械性能,加热速率为5℃/ min。最终,通过使用实验数据,建立了合理的数值模型,以预测HWSCC在升高温度下的抗压强度和弹性模量。流动性和通过能力的结果显示,磁铁矿聚集体的添加不会劣化HWSCC的可加工性,并且它们保留了它们的自重特性。基于硬化密度,仅具有100%磁铁矿含量的自体压实混凝土(SCC),以及具有75和100%磁铁矿聚集体的高强度混凝土(HSC)可作为HWC。对于抗压强度和弹性模量,通过将磁铁矿聚集体引入环境温度下的SCC和HSC来观察到降低趋势。质量损失和剥落评估显示SCC的严重裂纹繁殖,没有磁铁矿聚集体,而含有高达900℃的磁铁矿聚集体的SCCs。然而,含有75和100%磁铁矿含量的SCC的质量损失高于SCC而无磁铁矿的SCC。由于压力堆积,具有和无磁铁矿的HSC在高温下显示出爆炸性剥落。残留力学性能分析表明,暴露于高温后的升高温度后,抗压强度和弹性模量的最高保留是具有100%磁铁矿含量的HWSCC。

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