确定混凝土强度的理论与实验方面

Indrit Vozga, V. Kasemi
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摘要

混凝土强度是设计人员和质量控制工程师最重视的性能。在刚体中,孔隙率(空隙的体积分数)与强度呈反比关系。因此,在混凝土等多级材料中,每个微观结构组件的孔隙率可能会限制耐久性。天然骨料通常致密而坚固;因此,通常是水化水泥浆体的孔隙率和基质与硬骨料之间的界面过渡区决定了正常重量混凝土的特征强度。虽然水灰比在决定基质成分的孔隙度和界面过渡区以及混凝土的强度方面很重要,但诸如压实和养护条件(水泥的水化程度)、骨料尺寸和矿物学、混合料的外加剂类型、几何形状和湿度条件、应力类型和荷载率等因素也会对强度产生影响。本文将详细阐述几种因素对混凝土强度的影响。虽然单轴抗压强度被普遍接受为混凝土的一般强度指标,但也讨论了单轴抗压强度与其他强度(如抗拉、抗弯、抗剪和双轴强度)之间的关系。收稿日期:2022年9月27日/收稿日期:2022年11月26日/发表日期:2022年12月20日
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Theoretical-Experimental Aspects of Determining Concrete Strength
Concrete strength is the property most valued by designers and quality control engineers. In rigid bodies, there is an inverse relationship between porosity (volume fraction of voids) and strength. Consequently, in multi-stage materials such as concrete, the porosity of each microstructure component can become limiting in durability. Natural aggregates are generally dense and strong; hence, it is the porosity of the hydrated cement paste and the interface transition zone between the matrix and the hard aggregate that usually determines the characteristic strength of normal weight concrete. Although the water-cement ratio is important in determining the porosity of the matrix composition and the interface transition zone and the strength of the concrete, factors such as compaction and curing conditions (degree of hydration of the cement), aggregate size and mineralogy, types of admixtures of mixtures, geometry and humidity conditions, types of stresses and load rate can have an impact on strength. In this paper will be explained in detail, the impact of several factors on the strength of concrete. While uniaxial compressive strength is generally accepted as the general concrete strength index, the relationships between compressive uniaxial strength and other strengths such as tensile, bending, shear, and biaxial strength are discussed.   Received: 27 September 2022 / Accepted: 26 November 2022 / Published: 20 December 2022
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