| Project/Area Number |
61850088
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| Research Category |
Grant-in-Aid for Developmental Scientific Research
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| Allocation Type | Single-year Grants |
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| Research Field |
土木構造
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| Research Institution | Kumamoto University |
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Principal Investigator |
SAKIMOTO Tsturo Kumamoto University, 工学部, 教授 (50029302)
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| Co-Investigator(Kenkyū-buntansha) |
YAMAO Toshitaka Kumamoto University, 工学部, 助手 (40109674)
平井 弘義 熊本大学, 工学部, 講師 (90143007)
大津 政康 熊本大学, 工学部, 助教授 (80109016)
IMAI Katsuhiko Kawatetsu Steel Products Corporation, 技術研究所, 課長 (30301253)
HIRAI Iti (HIRAI Hirohoshi) Kuammoto University, 工学部, 教授 (60040367)
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| Project Period (FY) |
1986 – 1987
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| Project Status |
Completed (Fiscal Year 1987)
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| Budget Amount *help |
¥5,000,000 (Direct Cost: ¥5,000,000)
Fiscal Year 1987: ¥1,300,000 (Direct Cost: ¥1,300,000)
Fiscal Year 1986: ¥3,700,000 (Direct Cost: ¥3,700,000)
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| Keywords | Laser beam / Shilieren Method / Luders lines / Yielded zones / Elasto-plastic Finite Element Analysis / Corner part / 応力集中 / リューダース帯 / 弾塑性 / 可視化 / 鋼の降状 |
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| Research Abstract |
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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