基于Ca/Si比率优化钢纤维/CSH接口性能的研究
Yalin Luan1,2, Yongmei Wu1, Runan Wang2
1The Seventh Engineering Co., Ltd. of CCCC First Highway Engineering Co., Ltd., Zhengzhou 451452, China.
Materials (Basel, Switzerland)
|September 13, 2025
概括
在混凝土中优化与 (Ca/Si) 的比率可以增强界面粘合,降低透性. 这提高了钢纤维钢筋混凝土的海上耐用性,因为它可以抵抗海水和离子运输.
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.
- 腐蚀科学 腐蚀科学
背景情况:
- 由于应力腐蚀合,海洋环境对钢纤维钢筋混凝土 (SFRC) 构成重大挑战.
- 机械负荷会导致裂,增加海水透和界面降解的易感性,损害结构完整性.
研究的目的:
- 研究不同与 (Ca/Si) 比率对γ-FeOOH/CSH系统的界面特性的影响.
- 了解Ca/Si比如何影响结合强度以及水和离子在混凝土纳米孔中的运输.
主要方法:
- 利用分子动力学模拟来建模 γ-FeOOH/CSH 系统.
- 分析了不同Ca/Si比对离子结合,界面粘附和分子/离子运输的影响.
主要成果:
- 发现较高的Ca/Si比增强了CSH和γ-FeOOH之间的离子键,增强了界面粘附.
- 增加的Ca/Si比率显著抑制了纳米孔内的水分子和攻击性离子 (Na+,Cl-,SO42-) 的运输.
- 对于化物 (Cl-) 和硫酸盐 (SO42-) 离子,在Ca/Si比为2.0的情况下观察到明显的过效应.
结论:
- 在混凝土中优化Ca/Si比率提供了提高界面强度和降低透性的双重好处.
- 该战略提出了一种有效的方法,以提高钢纤维钢筋混凝土结构的海洋侵蚀抵抗力.
相关概念视频
Mechanical Characteristics of Steel
1.1K
The mechanical characteristics of steel are assessed through various tests that evaluate its strength, toughness, and flexibility. These tests include tension, torsion, impact, bending, and hardness assessments, each providing crucial information about steel's suitability for specific applications.
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
1.1K
Stress Concentrations in Circular Shafts
544
Consider the elastic torsion formula, which applies to a circular shaft with a consistent cross-section. This formula assumes that the shaft's ends are loaded with rigid plates firmly attached. However, in many cases, torques are applied to the shaft through mechanisms like flange couplings or gears, which are connected by keys inserted into keyways. This application method modifies the stress distribution near the point of torque application, causing it to deviate from the distributions...
544
Fiber Reinforced Concrete
344
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...
344
Yield Criteria for Ductile Materials under Plane Stress
477
In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
The Maximum Shearing Stress Criterion, also known as...
The Maximum Shearing Stress Criterion, also known as...
477
Optimization Problems
24
Optimization problems often involve identifying maximum or minimum values under specific constraints. A well-known example is determining the longest horizontal pipe that can be moved around a right-angled corner, where a 3-meter-wide hallway meets a 2-meter-wide hallway. This scenario, common in architectural design and industrial transport, can be understood conceptually through geometric and trigonometric reasoning.To visualize the problem, consider the pipe as a straight line that touches...
24
Design Example: Distributing Reinforcements in Concrete Sections
259
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...
259


