二元矿物质混合物修改混凝土的动态压缩行为和断裂机制
Jianqing Bu1,2, Qin Liu2, Longwei Zhang2
1Key Laboratory of Ministry of Education of Roads and Railway Engineering Safety Control, Shijiazhuang Tiedao University, Shijiazhuang 050043, China.
Materials (Basel, Switzerland)
|June 27, 2025
概括
将飞灰和渣粉添加到混凝土中,可以提高其强度和在冲击下吸收能量. 与单个添加剂相比,二元添加剂提供了优越的动态性能和能量消耗.
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.
- 固体力学 固体力学是什么
背景情况:
- 工业固体废物如飞灰和渣粉是混凝土中有效的矿物添加剂.
- 它们的联合使用增强了混凝土的机械性能和微观结构.
- 了解混凝土对这些添加剂的动态反应至关重要.
研究的目的:
- 研究矿物添加剂对混凝土动态机械行为的影响.
- 为了阐明动态负载下能量消耗和断裂机制.
- 验证用于预测混凝土反应的数值模型.
主要方法:
- 微观结构分析 微观结构分析
- 静态和动态压缩测试 (分裂霍普金森压力杆 - SHPB)
- 3D中尺度混凝土聚合物模型模拟的3D模拟.
主要成果:
- 混凝土的强度,弹性模量和动态增加因子 (DIF) 随着更高的拉伸率和添加剂含量而增加.
- 用二元添加剂改善了能量消散能力及其比例.
- 数字模拟与实验应力-应变曲线和故障模式密切匹配.
结论:
- 矿物添加剂,特别是二元组合,增强混凝土的动态机械性能和能量消耗.
- 中尺度模型准确地预测了混凝土的动态行为和断裂机制.
- FMHC1表现出优越的动态压缩能量消散能力.
相关概念视频
Behavior of Concrete Under Compressive Load
280
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...
280
Microcracking in Concrete
212
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...
212
Relation Between Tensile Strength and Compressive Strength of Concrete
361
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...
361
Bonding and Strength of Aggregate
265
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
265
Strength of Cement
221
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
221
Tensile Strength Considerations of Concrete
205
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...
205


