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相关概念视频

Effects of Creep01:25

Effects of Creep

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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,...
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Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

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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...
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Shrinkage in Concrete01:27

Shrinkage in Concrete

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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...
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Design Example: Distributing Reinforcements in Concrete Sections01:22

Design Example: Distributing Reinforcements in Concrete Sections

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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...
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Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

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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...
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Impact Strength of Concrete01:21

Impact Strength of Concrete

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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...
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相关实验视频

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Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
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在轻量化聚合物混凝土精细柱体中产生二次效应

Ewelina Kołodziejczyk1, Tomasz Waśniewski1, Vojtěch Starý2

  • 1Department of Concrete Structures, Lodz University of Technology, Politechniki 6, 93-590 Lodz, Poland.

Materials (Basel, Switzerland)
|March 27, 2025
PubMed
概括

轻质聚合混凝土 (LWAC) 柱体由于弹性模块不同,比正常密度的混凝土柱体具有更高的位移和更低的负载能力. 准确的LWAC行为预测需要实验确定材料特性.

关键词:
在LWAC中,LWAC是指LWAC.在RC列中,使用RC列.轻质聚合混凝土混凝土的重量较小.钢筋混凝土是强化混凝土的一种.第二阶段的影响.

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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

背景情况:

  • 轻质聚合混凝土 (LWAC) 在结构应用中提供了正常密度混凝土的潜在替代品.
  • 苗条的结构元素容易受到二次影响,影响其承载能力.

研究的目的:

  • 为了分析由LWAC和正常密度混凝土制成的纤细柱子在异常负荷下的行为.
  • 为了研究不同纵向增强比对柱子性能的影响.
  • 评估现有模型在预测LWAC列行为的准确性.

主要方法:

  • 在异常负荷下,用LWAC和正常密度混凝土制成的精细柱体 (精细度比λ = 74) 的实验测试.
  • 包括具有两个纵向增强比率 (0.9%和2.3%) 的元素.
  • 使用已建立的文献模型对实验结果的模拟.

主要成果:

  • 与正常密度的混凝土柱相比,LWAC柱显示出更大的位移和更低的承载能力,尽管压力强度相似.
  • 性能差异归因于LWAC.的弹性模量明显较低.
  • 这种性能差异在具有较低纵向强化比率的列中更为明显.
  • 文献模型在预测LWAC的弹性模量和极限应变方面表现出不准确.

结论:

  • LWAC的低弹性模量是影响细柱体性能的关键因素.
  • 现有的预测模型可能无法充分捕捉LWAC元素的行为.
  • 对LWAC的弹性模量和极限应变的实验性确定对于准确的结构分析和设计至关重要.