2005 Fiscal Year Final Research Report Summary
Development of measuring. method for compressive stress distributions in concrete member and Verification of constitutive model for concrete
| Project/Area Number |
16560505
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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 |
Building structures/materials
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| Research Institution | Kagoshima University |
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Principal Investigator |
SHIOYA Shinichi Kagoshima University, Faculty of Engineering, Associate Professor, 工学部, 助教授 (80170851)
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| Project Period (FY) |
2004 – 2005
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| Keywords | Concrete / Constitutive Model for Concrete / Criteria for failure / Reinforced Concrete / Concrete Filled Steel Tube / Finite Element Analysis / Compressive Stress Distribution / Triaxial Compressive Stress |
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| Research Abstract |
The measuring method for compressive stress distributions in concrete member has been almost proposed and developed prier by head investigator was applied to concrete filled steel tube columns subjected to axial force through this research. Several experimental database on compressive stress distributions have been gained from experimental tests, which should clarify the mechanism to evaluate how the transverse reinforcing steel tube contribute to resistance to axial force.
The Constitutive Model for Concrete has been verified by finite element method as comparing with the stress distributions on test.
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Research Products
(4 results)
