关于混凝土空心复合板的柔性性能的实验研究,板边紧紧连接在一起
Xudong Chen1,2,3, Qinyong Ma4,5
1School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, 232001, Anhui, China. xdchen_ah@163.com.
Scientific reports
|September 6, 2024
概括
这项研究引入了一种新的空心混凝土复合板设计,没有突出的钢筋,证明了它的双向承载能力. 新的设计显示了与传统板块相比较的性能,联合增强增强了结构完整性.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 复合板中的联合连接对于双向承载能力和结构完整性至关重要.
- 在预制元件中突出的钢筋构成了一个重大的设计挑战.
研究的目的:
- 为了研究一种新型空心混凝土复合板的机械性能和故障模式,具有紧密的接头和没有突出的钢筋.
- 为了评估额外的钢筋在接头上的效果,用于横向负载转移和双向承载能力.
主要方法:
- 在单调负荷下的曲性能测试是在三个紧密连接的空心复合板和一个无空心复合板上进行的.
- 分析重点是故障模式,裂分布,曲能力和曲刚度,与理论计算进行比较.
主要成果:
- 这种新的板块设计表现出与正常条件下的非拼接空心复合板块一致的柔性性能.
- 关节接口故障 (撕裂或脆性骨折) 在极端条件下可以降低曲承载能力.
- 增加的关节使曲能力降低了17.1%,而战略性关节放置则使曲刚度增加了13.5%.
结论:
- 连接处的额外钢筋有效地促进了侧向负载转移,使空心混凝土复合板具有双向承载能力.
- 拟议的单接头,紧接头连接的空心混凝土复合板设计,没有突出的钢筋,满足双向承载能力的要求.
相关概念视频
Behavior of Concrete Under Compressive Load
150
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...
150
Strength of Cement
127
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...
127
Fiber Reinforced Concrete
71
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...
71
Relation Between Tensile Strength and Compressive Strength of Concrete
185
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...
185
Shrinkage in Concrete
88
Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
88
Abrasion Resistance of Concrete
114
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...
114


