循环混凝土的压力强度或弹性模块的定量特征模型的研究,基于孔隙分级
1School of Architecture and Engineering, Hubei University of Arts and Sciences, Xiangyang 441053, China.
Materials (Basel, Switzerland)
|January 11, 2025
概括
这项研究开发了一个模型,根据孔径大小来预测回收混凝土的强度. 较小的孔隙 (小于50nm) 对强度有积极的影响,而较大的孔隙 (50nm以上) 则会降低强度.
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.
- 混凝土技术 混凝土技术
背景情况:
- 回收混凝土聚合物 (RCA) 的使用会影响机械性能.
- 了解孔隙结构对RCA混凝土的影响至关重要.
研究的目的:
- 根据孔隙分级,开发回收混凝土强度和模块的定量模型.
- 分析不同孔径对机械性能的影响.
主要方法:
- 利用了混凝土测试和核磁共振 (NMR) 技术.
- 测量了压力强度,弹性模量,多孔度和孔隙大小分布.
- 建立并验证了一种定量表征模型.
主要成果:
- 回收混凝土的强度和模量随着更高的RCA更换率而下降.
- 较大的孔径 (50-200 nm以上) 与机械性能有负相关性.
- 较小的孔径 (50nm以下) 与强度和模量呈正相关性.
结论:
- 建立的定量模型准确地描述了回收混凝土的机械性能.
- 孔径分布是影响回收混凝土性能的一个关键因素.
- 优化孔隙结构可以提高回收混凝土的利用率.
相关概念视频
Elasticity in Concrete
82
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
82
Dynamic Modulus of Elasticity of Concrete
254
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
254
Pore Size Distribution
86
In concrete, the pore size distribution significantly influences the material's properties. Capillary pores, markedly larger than gel pores, form a vast network within partially hydrated cement paste, reducing the concrete's strength and increasing its permeability. This heightened permeability leads to a greater risk of damage from environmental factors like freeze-thaw cycles and chemical attacks, with the extent of vulnerability also being tied to the water-to-cement ratio.
Adequate...
Adequate...
86
Types of Aggregate Grading
407
Aggregate grading is crucial in economically obtaining a concrete mix with adequate strength, reasonable workability, and minimal segregation. There are four types of aggregate gradation: well-graded, uniformly (or one-sized) graded, gap-graded, and open-graded.
Well-graded aggregates include a complete range of necessary size fractions that fit together to create a dense matrix with minimal voids, represented by a smooth, continuous gradation curve. This type of grading ensures good...
Well-graded aggregates include a complete range of necessary size fractions that fit together to create a dense matrix with minimal voids, represented by a smooth, continuous gradation curve. This type of grading ensures good...
407
Relation Between Tensile Strength and Compressive Strength of Concrete
165
Concrete is a fundamental building material, and understanding its strengths is crucial for construction projects. The relationship between its tensile and compressive strengths is intricate, showing that while these strengths are related, they do not increase at the same rate. Tensile strength's growth is slower and is affected by various factors such as the methods used for testing, the size and shape of the specimen, the texture of the aggregate used, and the moisture content of the...
165
Tensile Strength Considerations of Concrete
112
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...
The dimensions and shape of a concrete specimen...
112


