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A Study on Quantitative Estimation Method for Fatigue Crack Propagation Behavior by Image Analysis

A Study on Quantitative Estimation Method for Fatigue Crack Propagation Behavior by Image Analysis
图像分析疲劳裂纹扩展行为定量估计方法研究
批准号:
12650471
负责人:
TATEISHI Kazuo
金额:
$2.3万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2000
资助国家:
日本
项目状态:
已结题
起止时间:
2000 至 2001

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中文摘要
翻译
本文提出了一种利用图像分析来估计疲劳裂纹扩展行为的简单方法,并对其适用性和局限性进行了实验研究。本文的主要研究成果如下:1.在十字形焊接接头和腹板焊接接头上,利用数字显微镜进行了裂纹张开宽度的测量实验,并估算了裂纹的I型应力强度因子。试验结果表明,应力强度因子大于10 Mpa/“m的应力强度因子可以有足够的精度用于工程应用。为了将该方法推广到实际桥梁构件中,用数码显微镜和数码摄像机记录了循环荷载作用下的裂缝张开行为,并进行了估算。在所记录的数字电影数据上。当频率小于5赫兹时,可以准确地测量出裂纹张开宽度。将所提出的方法应用于钢桥构件的实际疲劳裂纹。裂缝显示出开启/关闭行为的线索,车辆通过,但。提出了从连续测量的裂纹张开行为中获取应力强度因子直方图和超概率的方法。
英文摘要
In this study, a simple method to estimate fatigue crack propagation behavior by image analysis was proposed, and its applicability and limitations were experimentally investigated. Main results of this study is as follows, 1. On cruciform welded joints and web gusset, welded joints, experiments to measure the opening width offatigue crack by using a digital microscope, and estimate Mode I stress intensity factor for the crack were carried out. The test results showed that the stress intensity factor more than 10 Mpa/"m could be estimated with enough accuracy for engineering use.2. In order to extend the applicability of the proposed method to real bridge structural members, crack opening behavior under cyclic loaded condition was recorded by a digital microscope and a digital video camera, and the proposed estimation was carried out. On the recorded digital movie data. When the frequency is less than 5Hz, crack opening width could be measured accurately.3. The proposed method was applied to a real fatigue crack in steel bridge members. The crack showed opening/closing behavior clue to the passage of the vehicle, but. Their frequency was about Ihz, which is within the applicable condition of the proposed method.4.The method to obtain the histograms of stress intensity factor and excessive probability was proposed from the continuously measured crack opening behavior.
期刊论文(19)
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会议论文
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通讯作者:
Tateishi, K., Hanji, T., Abe, M.: "Monitoring Syst era for Fatigue Crack Propagation by Image Anal ysis"Current and future trends in bridge design, construction and maintenance. 2. 256-260 (2001)
Tateishi, K.、Hanji, T.、Abe, M.:“通过图像分析监测疲劳裂纹扩展的系统时代”桥梁设计、施工和维护的当前和未来趋势。
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舘石和雄, 岡村幹央, 阿部允, 南邦明: "溶接継手部に生じた疲労き裂の応力拡大係数の推定手法"鋼構造年次論文報告集. Vol.8. 617-620 (2000)
Kazuo Tateishi、Mikio Okamura、Masaru Abe、Akira Nankuni:“焊接​​接头中发生的疲劳裂纹的应力强度因子的估算方法”钢结构年度论文报告卷 8. 617-620 (2000)。
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判治剛, 舘石和雄, 山田聡, 阿部允: "画像計測による疲労き裂進展速度の推定手法"土木学会中部支部平成12年度研究発表会講演概要集. 129-130 (2001)
Tsuyoshi Hanji、Kazuo Tateishi、Satoshi Yamada 和 Masaru Abe:“通过图像测量估算疲劳裂纹扩展速率的方法”日本土木工程师学会中部分会 2000 年研究报告摘要 129-130 (2001)。
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共 16 条
    Estimation of Residual Life of Fatigue Cracked Steel Bridge Members
    • 批准号:
      22360177
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $5.99万
    • 财政年份:
      2010
    • 负责人:
      TATEISHI Kazuo
    • 依托单位:
    Extremely low cycle fatigue assessment method for structural steel members
    • 批准号:
      18360217
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $5.89万
    • 财政年份:
      2006
    • 负责人:
      TATEISHI Kazuo
    • 依托单位:
    A study on prediction method for low cycle fatigue strength of steel welded members
    • 批准号:
      16360229
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $7.81万
    • 财政年份:
      2004
    • 负责人:
      TATEISHI Kazuo
    • 依托单位:
    Measurement System of Low Cycle Fatigue Parameters Applicable to Large Scale Structural Members
    海外基金