Characteristics of flexural cracks of large-scale pre-stressed reinforced concrete beams
| Project/Area Number |
21560602
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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 | Osaka Institute of Technology |
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Principal Investigator |
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| Project Period (FY) |
2009 – 2011
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| Project Status |
Completed (Fiscal Year 2011)
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| Budget Amount *help |
¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2011: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2010: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2009: ¥2,990,000 (Direct Cost: ¥2,300,000、Indirect Cost: ¥690,000)
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| Keywords | プレストレスト鉄筋コンクリート / 曲げひび割れ性状制御設計 / 曲げひび割れ間隔 / 拘束コンクリートひずみ / 大型試験体 / 収縮特性 / コンクリート収縮特性 / 大型角柱試験体 / JIS小型角柱試験体 / 収縮量推定 / 鉄筋の配筋 / 打ち込み高さ / 曲げひび割れ / 鉄筋付着 / 引張鉄筋比 / ひび割れ間隔 / ひび割れ幅推定 / 応力ジャンピング / ひび割れ幅制御設計 / 曲げ試験 / 付着ひび割れ / テンションスティフニング / 拘束ひずみ |
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| Research Abstract |
Evaluation of crack widths is one of important key points for performance design of pre-stressed reinforced concrete(PRC) beams and reinforced concrete(RC) beans. Owing to investigate characteristics and equations for estimating flexural crack spacing and strains of confining concrete, tests are carried out using large scale PRC and RC beams. Following main results are obtained. (1) Spacing of flexural cracks depends on depths of beams. (2) Equations to calculate strains of confining concrete using a new tensile reinforcement ratio taking into consideration of neutral axis depth of beam sections are induced. (3) Shrinkage of large scale specimens is below about one half of that of small sized specimens specified by JIS.
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Report
(4 results)
Research Products
(13 results)
