| Project/Area Number |
59850080
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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 |
コンクリート工学・土木材料・施工
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| Research Institution | Nagoya University |
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Principal Investigator |
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| Project Period (FY) |
1984 – 1985
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| Project Status |
Completed (Fiscal Year 1985)
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| Budget Amount *help |
¥6,400,000 (Direct Cost: ¥6,400,000)
Fiscal Year 1985: ¥1,100,000 (Direct Cost: ¥1,100,000)
Fiscal Year 1984: ¥5,300,000 (Direct Cost: ¥5,300,000)
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| Keywords | Initial defects / Thermal stress / FEM analysis / Compensation line / Compensation plane / ひびわれ巾 / クーリング / 入口温度 |
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| Research Abstract |
The study aims at in the first place estimating the amount of initial defects, specially the thermal residual stress or the width of crackings due to it and in the second place to estimate the effect of those defects on the ultimate strength of the structure. The experiment using a large scale mass concrete specimen was carried out and it is recognized that the thermal deformation occurs not only to the horizontal direction but to the vertical direction as well which are decomposed into the axial deformation and the bending deformation similarly to the ordinary beam deformation under the axial load and bending moment.
The FEM programs to give the residual thermal stress are developed, i.e. 3-D and 2-D isoparametric FEM programs and finite prism element program. For the purpose of the simple design conveniency, the compensation line and plane methods, the accuracy of which are almost comparable to the FEM analysis are proposed.
The effects of the initial defects on the ultimate strength of concrete structures were calculated using the elastic plastic analysis and it was recognized that the reduction of the ultimate strength sometimes exceeds the 20 percent of the initial strength.
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