对现代混凝土的多级硬化和调节方法的审查:从硬化理论到实际工程应用
Jinhui Tang1, Chang Gao1, Yi Li1
1School of Materials Science and Engineering, Jiangsu Key Laboratory of Construction Materials, Southeast University, Nanjing, China.
Research (Washington, D.C.)
|December 27, 2024
概括
这项研究提高了混凝土的性,以改善结构完整性和减少材料需求. 先进的方法,如现场聚合和纤维增强,可以显著提高混凝土的性能.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
背景情况:
- 混凝土的广泛使用需要提高性,以提高结构性能.
- 目前的混凝土应用由于固有的脆性和裂纹而面临限制.
- 优化混凝土的性能对于建筑的安全性,耐用性,能源效率和减排至关重要.
研究的目的:
- 系统地审查混凝土的脆性特征和影响因素在多个尺度.
- 概述混凝土硬化和裂预防策略的原则和影响.
- 讨论刚混凝土的最新进展和工程应用.
主要方法:
- 混凝土结构的多尺度分析,从分子到宏观水平.
- 审查内部和外部硬化和防裂原则.
- 检查现场聚合和纤维增强技术.
主要成果:
- 在现场聚合和纤维增强是提高混凝土性的有效方法.
- 这些方法增加了30%的屈曲强度和100%的断裂能量.
- 实现了高达20MPa的最终抗拉强度和超过0.6%的抗拉拉变.
结论:
- 混凝土硬化可显著提高承载能力,降低材料要求.
- 多级硬化方法为工程挑战提供了实际的解决方案.
- 未来的突破取决于整合多个规模的硬化策略,以获得协同效应.
相关概念视频
Design Example: Distributing Reinforcements in Concrete Sections
The topic explores the practical aspects of adjusting steel reinforcements within a concrete beam section to meet specific design requirements. When designing a reinforced concrete beam, it is essential to distribute the steel reinforcements properly to ensure structural integrity and efficiency. The example provided details a scenario where a beam requires a total steel cross-section of 4 square inches. The engineer identifies that the available steel bars have a nominal diameter of 1.693...
Tensile Strength Considerations of Concrete
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen also...
The dimensions and shape of a concrete specimen also...
Microcracking in Concrete
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
Reinforcements in Concrete
Reinforced concrete is a composite material used extensively in construction, combining the compressive strength of concrete with the tensile strength of steel. This synergy is essential as concrete, while excellent at resisting compression, is weak under tension. Steel bars, or rebars, are embedded in the concrete to handle these tensile forces. The choice of steel is strategic; it shares a similar coefficient of thermal expansion with concrete, which ensures uniformity in response to...
Creep in Concrete
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
Design Example: Managing Concrete Workability
This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
To address...
To address...


