钢纤维增强混凝土的计算断裂进化分析,使用混凝土持续损伤和纤维渐进模型
Iwona Pokorska1,2, Mariusz Poński1, Wojciech Kubissa3
1Institute of Fundamental Technological Research, Polish Academy of Sciences, 02-106 Warszawa, Poland.
Materials (Basel, Switzerland)
|August 26, 2023
概括
这项研究研究了使用断裂力学进行钢纤维增强混凝土 (SFRC) 破裂. 实验和数值分析表明,准静态方法是合适的,但动态效应仍然难以准确地建模.
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
- 材料机械学 材料机械学
背景情况:
- 由于水分流失而引起的混凝土裂是一个普遍的问题.
- 断裂力学为理解混凝土的断裂行为提供了一个框架.
- 钢纤维增强混凝土 (SFRC) 提供了增强的机械性能.
研究的目的:
- 通过实验和数值分析SFRC的断裂行为.
- 为了研究曲下的力 (F) - 裂口开口位移 (CMOD) 曲线.
- 评估SFRC断裂分析准静态数值方法的适用性.
主要方法:
- 在带有隙的SFRC样本上进行了三点曲试验.
- 使用非标准的样本尺寸来捕捉快速的F-CMOD曲线变化.
- 对关键材料参数进行了概率分析.
主要成果:
- 准静态数值方法可以为SFRC断裂分析提供合适的结果.
- 实验F-CMOD曲线显示了显著的动态效应.
- 关键的材料特性,如峰值强度和断裂能量被概率分析.
结论:
- 准静态数值模拟对于分析SFRC断裂是可行的.
- 在SFRC中准确地建模动态效应仍然是一个挑战.
- 了解裂能量和材料特性对于SFRC应用至关重要.
相关概念视频
Fiber Reinforced Concrete
102
Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
102
Microcracking in Concrete
149
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...
149
Types of Non-structural Cracks in Concrete
190
Non-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
190
Behavior of Concrete Under Compressive Load
206
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...
206
Dynamic Modulus of Elasticity of Concrete
388
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...
388
Stress-Strain Diagram - Brittle Materials
2.5K
Brittle materials, including glass, cast iron, and stone, exhibit unique characteristics. They fracture without considerable change in their elongation rate, indicating that their breaking and ultimate strength are equivalent. Such materials also show lower strain levels at the point of rupture. The failure in brittle materials predominantly results from normal stresses, as evidenced by the rupture created along a surface perpendicular to the applied load. These materials do not display...
2.5K


