TEST AND ANALYTICAL METHOD FOR FRACTURE MECHANICS PARAMETERS OF CONCRETE
| Project/Area Number |
07660329
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Irrigation, drainage and rural engineering/Rural planning
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| Research Institution | Mie University (1996)
Osaka Prefecture University (1995) |
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Principal Investigator |
ISHIGURO Satoru MIE UNIVERSITY,FACULTY OF BIORESOURCES ASSOCIATE PROFESSOR, 生物資源学部, 助教授 (30137244)
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| Project Period (FY) |
1995 – 1996
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| Project Status |
Completed (Fiscal Year 1996)
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| Budget Amount *help |
¥2,200,000 (Direct Cost: ¥2,200,000)
Fiscal Year 1996: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 1995: ¥1,600,000 (Direct Cost: ¥1,600,000)
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| Keywords | CONCRETE / Fracture Mechanics / Crack / Fracture Energy / Tension Softening Curves / 試験法 |
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| Research Abstract |
A wedge splitting testing method have been applied to determine load-displacement curves during stable crack growth under the mode I fracturing. Cubic concrete specimens with and without steel fibers were tested in the simple wedge-splitting procedure.
The finite element method together with the poly-linear approximation technique have been employed to determine tension softening diagrams of concrete. Tension softening diagrams of the concrete were derived from the load-displacement curves. Testing method and analytical procedure are described in this report.
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Report
(3 results)
Research Products
(10 results)
