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Mechanical properties of the concrete containing ferronickel slag and blast furnace slag powder

机译:含镍铁渣和高炉渣粉的混凝土的力学性能

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This study investigated the mechanical properties of concrete of strength grade C30 and C35, containing different content (10%-50%) of a composite admixture of ferronickel slag and blast furnace slag powder (referred to as F-S powder and F-S concrete hereafter, respectively). The mechanical properties include axial compressive strength, elastic modulus, Poisson's ratio, splitting tensile strength, and the compressive stress-strain relationship. The difference in mechanical properties between F-S concrete and conventional concrete was analyzed. Test results indicated that the positive correlation of conventional concrete between the axial compressive strength, elastic modulus, splitting tensile strength, and cubic compressive strength was applicable to F-S concrete irresponsible of the specific F-S powder content. Both Poisson's ratio and the failure mode under compression for F-S concrete were identical to those of conventional concrete. The shape characteristics and fitting parameters of the stress-strain curve were mainly related to F-S concrete strength grade but had little connection with the specific F-S powder content. Furthermore, based on tested data, the stress-strain constitutive equations were established for F-S concrete, which provides a reference for the test analysis of large specimens and corresponding engineering application. (C) 2019 Elsevier Ltd. All rights reserved.
机译:本研究研究了强度等级为C30和C35的混凝土的机械性能,其中包含不同含量(10%-50%)的镍铁矿渣和高炉矿渣粉的复合掺合物(以下分别称为FS粉和FS混凝土) 。力学性能包括轴向抗压强度,弹性模量,泊松比,劈裂抗拉强度和压缩应力-应变关系。分析了F-S混凝土与常规混凝土的力学性能差异。试验结果表明,常规混凝土的轴向抗压强度,弹性模量,劈裂抗拉强度和立方抗压强度之间的正相关关系适用于F-S混凝土,而无需考虑F-S的特定含量。 F-S混凝土的泊松比和压缩下的破坏模式与常规混凝土相同。应力-应变曲线的形状特征和拟合参数主要与F-S混凝土的强度等级有关,而与F-S的含量无关。此外,根据试验数据,建立了F-S混凝土的应力-应变本构方程,为大型试件的试验分析和相应的工程应用提供参考。 (C)2019 Elsevier Ltd.保留所有权利。

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