青混凝土的多尺度粘弹性分析
1Faculty of Civil Engineering, Cracow University of Technology, Warszawska 24 Street, 31-155 Cracow, Poland.
Materials (Basel, Switzerland)
|December 31, 2025
概括
这项研究为青混凝土建模提供了一个高效的数值框架. 它集成了Burgers材料模型与数值均化,实现了高精度和道路工程应用的显著计算速度.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 计算力学 计算力学 计算力学
背景情况:
- 对青混凝土的数值建模对于道路工程至关重要.
- 现实的材料模型和高效的计算是关键的挑战.
- 现有的方法往往缺乏集成的微结构分析和高效的解决方案.
研究的目的:
- 为青混凝土分析开发一种新的数值框架.
- 整合微观结构重建,现实的材料模型和高效的数值方法.
- 为了验证框架的准确性和计算效率.
主要方法:
- 使用图像处理重建青混凝土微结构.
- 汉堡材料模型用于杆和线性弹性模型用于聚合物.
- 实施数值同质化方法以加快有限元分析.
- 汉堡模型与数值均化集成用于小菌株分析.
主要成果:
- 开发的框架可靠地重建了青混凝土的微观结构.
- 汉堡材料模型和同质化方法的成功整合.
- 对于弹性和粘性弹性问题,均化误差低于7%.
- 实现了自由度的减少超过510倍.
结论:
- 开发的方法适用于在小菌株下分析粘弹性材料.
- 该框架为青混凝土建模的数值效率提供了显著的改进.
- 这种方法提高了道路工程模拟的可靠性和速度.
相关概念视频
Dynamic Modulus of Elasticity of Concrete
900
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 a...
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 a...
900
Elasticity in Concrete
298
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...
298
Tensile Strength Considerations of Concrete
473
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...
473
Abrasion Resistance of Concrete
473
Abrasion resistance is an essential characteristic of concrete that determines its durability and longevity under various wear conditions. Concrete surfaces are vulnerable to different types of abrasion. For instance, surfaces may wear down due to the constant movement of vehicles or be eroded by solids carried in water, as seen in concrete canal linings. Specific tests are conducted to measure the abrasion resistance of concrete.
One such test is the revolving disc test, where three plates...
One such test is the revolving disc test, where three plates...
473
Behavior of Concrete Under Compressive Load
548
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
As the concrete specimen fractures under...
548
Microcracking in Concrete
407
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...
407


