课题基金 / 基金详情

Development of Direct Visualization and Recording System for Photographing the Propagation of plastic Zones and Cracks in Structural Members

Development of Direct Visualization and Recording System for Photographing the Propagation of plastic Zones and Cracks in Structural Members
开发直接可视化和记录系统,用于拍摄结构构件中塑性区和裂缝的传播
批准号:
61850088
负责人:
SAKIMOTO Tsturo
金额:
$3.2万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Developmental Scientific Research
财政年份:
1986
资助国家:
日本
项目状态:
已结题
起止时间:
1986 至 1987

项目摘要

项目成果

相关文献

中文摘要
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英文摘要
1. A firect visualization and recording system for phorographing the developemtn of Luders lined was developed by applying laser beam in the Shilieren method.2. Though it takes time to finish the surface of the specimen, this system has the following excelent featured;1) It is a direct vesualization method which does nto use any chemicals, strain paint, strain gauges etc.2) The method is independent of the environmental conditions like the temperature, humidity and the skillfulness of the experimentor and then has stable reproduciafility.3) The method does not need any computational procedures.4) It is capable of recording the dynamic change of the loaded specimen unfer the testing machine.3. Since the luders lines occur discontinuously, the test results (the hard copy picutred for the Luders lines distribution) are not coincide with the distribution of the yielded zones obtained from the numerical analysis which is beaed on the continum mechanics. But, if it is assumed that the area surrounded by the envelope to the tips of luders lines is the plastic zone in the test, it corresponds well to the plastic zone obtained from the finite element analysis.4. The strain measurements by wire strain gauges show that the area inside of the Luders lines is the yielded zone and the strain inside the Luders lines is about 70% of the strain for the initiations of strain-hardening, <epsilon>_<st>, at the initiation and increase to <epsilon>_<st> after finishing all the posible dislocations.5. It was not succesful to find the effective method for visualizing and recording crack in a concrete. But, a mathematical expression to evaluate the critical stess intersity factor K_<ic> was developed and it is shown that crack propagation can be analyzed fairly well by the boundary element method by utilizing the acoustic emission techique for the evaluation of the Kic values.
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OHTSU MASAYASU: "BEM ANALYSIS OF CRACK PROPAGATION IN CONCRETE" ANUAL PROCEEDINGS OF CONCRETE ENGINEERING (IN JAPAN). 9-2. 669-674 (1987)
OHTSU MASAYASU:“混凝土裂纹扩展的边界元分析”混凝土工程年刊(日本)。
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崎元達郎: 土木学会第42回年次学術講演会講演概要集. 第1部門. (1987)
崎本达朗:第 42 届日本土木工程学会学术会议摘要集 1。(1987 年)
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