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相关概念视频

Impact Strength of Concrete01:21

Impact Strength of Concrete

343
Impact strength in concrete is a critical measure that reflects the material's capability to endure the forces applied during pile driving and when supporting machinery foundations that experience impulsive loads. It is also essential when handling precast concrete components to prevent accidental damage. The impact strength is assessed by observing the concrete's resistance to repeated impacts and energy absorption capacity. A key indicator of significant damage to concrete is when it...
343
Superplasticizers01:30

Superplasticizers

122
Superplasticizers are advanced admixtures that enhance the workability of concrete by lowering the water content without compromising the strength of the material. These substances are highly effective water reducers, improving concrete flow, making it easier to work with, and enabling concrete to reach inaccessible areas or densely reinforced sections without mechanical vibration. The key components in superplasticizers are either sulfonated melamine or naphthalene formaldehyde condensates,...
122
Fiber Reinforced Concrete01:22

Fiber Reinforced Concrete

145
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...
145
Reinforcements in Concrete01:25

Reinforcements in Concrete

169
Reinforced concrete is a composite material used extensively in construction, combining the compressive strength of concrete with the tensile strength of steel. This synergy is essential as concrete, while excellent at resisting compression, is weak under tension. Steel bars, or rebars, are embedded in the concrete to handle these tensile forces. The choice of steel is strategic; it shares a similar coefficient of thermal expansion with concrete, which ensures uniformity in response to...
169
Shrinkage in Concrete01:27

Shrinkage in Concrete

174
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...
174
Effects of Creep01:25

Effects of Creep

223
Creep in concrete, the gradual deformation under prolonged stress, significantly impacts the integrity of structures. For reinforced concrete beams, it can be a vital design consideration, as it increases deflection, sometimes necessitating additional design measures. In columns, especially slender ones under eccentric loads, creep can cause buckling, compromising their stability. However, creep can be beneficial in indeterminate structures by mitigating stresses that arise from shrinkage,...
223

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Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
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通过使用扩展聚烯 (EPS) 来降低RC-Slabs的冲击负荷.

Yosra El-Maghraby1, John Wael1, Aya Assem1

  • 1Faculty of Engineering, British University in Egypt, Cairo, 11837, Egypt.

Scientific reports
|June 20, 2025
PubMed
概括

在钢筋混凝土 (RC) 板上添加扩展聚乙烯 (EPS) 的表面层可以显著减少撞击力造成的损伤. 这种具有成本效益的方法增强了板块的弹性,减轻了裂纹和像物体落等冲击造成的损坏.

关键词:
扩展聚烯泡 (EPS) 是一种实验测试 实验测试 实验测试 实验测试冲击力消散的影响力消散.减少冲击负载的影响.钢筋混凝土 (RC) 板块的使用

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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:

  • 钢筋混凝土 (RC) 板块易受冲击负载下的脆性损坏和裂的影响.
  • 扩展聚钢 (EPS) 是一种轻质,可变形的材料,具有能吸收性,传统上用于绝缘和民用基础设施.
  • 使用EPS作为防撞RC板块的保护层对冲击的使用尚未得到充分探索.

研究的目的:

  • 调查表面安装的扩展聚乙烯 (EPS) 层在减轻钢筋混凝土 (RC) 板块冲击反应方面的有效性.
  • 为了评估在冲击负荷下使用EPS保护层的RC板块的动态反应和结构恶化的减少.

主要方法:

  • 六个全尺寸的RC板样在垂直冲击下进行了测试,使用90公斤的钢球从1米处掉下来.
  • 三个板块作为控制,而另外三个板块有一个5厘米厚的EPS层应用于表面.
  • 使用加速度计记录了动态反应,并在ABAQUS中验证的有限元模型中模拟了冲击行为,包括EPS-混凝土接口交互.

主要成果:

  • 与对照标本相比,EPS层显著降低了RC板块内的最大加速,位移和能量消耗.
  • 控制板通过裂和损坏经历了更多的能量吸收.
  • 用EPS保护的板块显示结构恶化减少,表明更有效的减轻冲击能量.

结论:

  • 表面安装的EPS层是一种具有成本效益的解决方案,可以提高RC板块的抗冲击性能.
  • EPS有效地降低了冲击力的严重性,导致结构损坏较少.
  • 涉及参数研究的进一步研究可以将这些发现概括为结构保护中的更广泛应用.