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相关概念视频

Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

939
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by a...
939
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

497
The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it...
497
Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

599
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...
599
Microcracking in Concrete01:20

Microcracking in Concrete

437
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...
437
Prestressed Concrete01:20

Prestressed Concrete

767
Prestressed concrete is a construction technique designed to enhance the strength and durability of concrete structures. This method involves the application of a pre-set tension to high-strength steel strands used as reinforcement before the concrete is subjected to its working loads. The primary aim of prestressing is to place the concrete in a state of compression, in order to counteract the tensile forces it will experience in service. This pre-compression helps prevent crack formation in...
767
Fatigue Strength of Concrete01:22

Fatigue Strength of Concrete

540
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
540

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相关实验视频

Updated: Jan 16, 2026

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
05:30

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation

Published on: September 29, 2019

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在地震负荷下实时监测钢筋混凝土的结构健康状况,使用动态OFDR.

Jooyoung Lee1, Hyoyoung Jung1, Myoung Jin Kim1

  • 1Korea Photonics Technology Institute (KOPTI), Gwangju 61007, Republic of Korea.

Sensors (Basel, Switzerland)
|September 27, 2025
PubMed
概括

本研究引入了一种动态光频域反射计 (D-OFDR) 系统,用于精确的实时结构健康监测. 在可见的裂出现之前,D-OFDR平台有效地检测了钢筋混凝土结构中的地震引起的损坏.

科学领域:

  • 结构工程 结构工程
  • 光学传感技术的技术
  • 材料科学 材料科学 材料科学

背景情况:

  • 结构健康监测 (SHM) 对于评估基础设施完整性至关重要,特别是在地震负载下.
  • 传统传感器在分布式传感和早期损坏检测方面存在局限性.
  • 光频域反射计 (OFDR) 为高分辨率的应变测量提供了潜力.

研究的目的:

  • 开发和验证一个紧的动态光学频域反射计 (D-OFDR) 平台,用于毫米级分布式应变传感.
  • 允许实时监测受地震负荷影响的钢筋混凝土结构的结构健康状况.
  • 为了证明系统在可见裂纹之前检测地震引起的损坏的能力.

主要方法:

  • 一个具有双干扰仪架构的D-OFDR询问器 (主要用于传感,辅助用于补偿).
  • 使用基于FPGA的双通道DAQ板进行高速数据采集.
  • 一个双边触发方案,具有50 Hz双向扫描,用于100 Hz的询问速率.

主要成果:

  • 实验室对钢梁的验证显示,与张力计相比,高频忠实度 (0.09 Hz误差).
  • 在2米RC柱的摇摆表测试中,在地震刺激下发现了不同的损伤模式.
  • 分布式应变数据显示频率从3.82Hz降低到1.48Hz,表明刚性降低和屈服.
关键词:
分布式应变传感器动态光学频率域反射计反射计.钢筋混凝土柱子是一个强硬混凝土柱.地震共振跟踪跟踪系统结构健康监测 结构健康监测

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Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
05:30

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结论:

  • 双向扫描触发的D-OFDR方法提供了增强的实时监控能力.
  • 这项技术在早期和精确地检测地震损害方面明显优于传统的点感应器.
  • 在地震事件下,D-OFDR平台对钢筋混凝土结构的SHM有效.