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
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
中文摘要
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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.
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Tateishi,K., Okamura,M., Abe,M. and Minami,K: "Estimation method of stress intensity factor in welded joints"Tournal of Constructional Steel. 8. 617-620 (2000)
立石,K.,冈村,M.,阿部,M.
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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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舘石和雄, 判治剛, 山田聡, 阿部允: "溶接継手部に生じた疲労き裂を対象としたき裂進展速度の推定手法"鋼構造論文集. Vol.8,No.31. 11-16 (2001)
Kazuo Tateishi、Tsuyoshi Hanji、Satoshi Yamada、Masaru Abe:“焊接接头中发生的疲劳裂纹的裂纹扩展速率的估算方法”《钢结构杂志》第 8 卷,第 31 期。11 -16(2001 年)。
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共 16 条
Estimation of Residual Life of Fatigue Cracked Steel Bridge Members
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批准号:22360177
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$5.99万
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财政年份:2010
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负责人:TATEISHI Kazuo
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依托单位:
Extremely low cycle fatigue assessment method for structural steel members
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批准号:18360217
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$5.89万
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财政年份:2006
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负责人:TATEISHI Kazuo
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依托单位:
A study on prediction method for low cycle fatigue strength of steel welded members
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批准号:16360229
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$7.81万
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财政年份:2004
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负责人:TATEISHI Kazuo
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依托单位:
Measurement System of Low Cycle Fatigue Parameters Applicable to Large Scale Structural Members
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批准号:11555121
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项目类别:Grant-in-Aid for Scientific Research (B).
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资助金额:$4.93万
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财政年份:1999
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负责人:TATEISHI Kazuo
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依托单位:
Study on Low Cycle Fatigue Failure Mechanism of Steel Material by Acoustic Emission
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批准号:10650459
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$2.24万
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财政年份:1998
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负责人:TATEISHI Kazuo
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依托单位:
Study on Low Cycle Fatigue Failure in Civil Engineering Structural Members
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批准号:08650544
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项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$1.41万
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财政年份:1996
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负责人:TATEISHI Kazuo
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依托单位:
海外基金