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Study on Construction Designing Method for Fresh Concrete

Study on Construction Designing Method for Fresh Concrete
新拌混凝土施工设计方法研究
批准号:
11450204
负责人:
TANIGAWA Yasuo
金额:
$9.22万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B).
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2000

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中文摘要
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英文摘要
The results obtained in this research are summarized as follows :1. The flow simulations of fresh concrete in various consistency tests were carried out with three developed simulation methods, such as viscoplastic finite element method, viscoplastic suspension element method and viscoplastic divided space element method.2. In order to clarify the influence of vibration and size of material, the experiments with saturated sand, mortar and model concrete were carried out. And the experimental propagation of vibration was simulated with viscoplastic finite element method and discussed.3. The parameters in the constitutive law of fresh mortar and concrete were quantified as a homogeneous material by shear box test. And flow simulations were carried out by viscoplastic finite element method with Bingham's model, validated for wet mixed concrete, or shear strain dependent viscoplastic model, proposed from the experiments, and the adequacies of these models were discussed.4. In order to discuss the segregation resistivity from the rheological view point, the pressing down experiment with sieve bottom vessel was carried out. Furthermore, the segregation resistivity test was simulated by two dimensional viscoplastic suspension element method with virtual radius of coarse aggregate.5. In order to clarify the flow mechanism of fresh concrete passing through steel bars, the passability tests with various arrangement of steel bars were simulated by two dimensional viscoplastic suspension element method considering the rotational motion of aggregates.
期刊论文(27)
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会议论文
長谷川謙司: "フレッシュモルタルの振動伝播因子に関する実験的研究(その1、その2)"日本建築学会東海支部研究報告集. No.39. 57-64 (2001)
长谷川贤二:《新拌砂浆振动传播因素的实验研究(第1部分、第2部分)》日本建筑学会东海分会研究报告第39. 57-64号(2001年)
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井上和政: "簡易鉄筋間通過性評価手法による高流動コンクリートの限界粗骨材量に関する実験的研究"日本建築学会構造系論文集. No.521. 1-8 (1999)
Kazumasa Inoue:“使用简单的钢筋通过性评价方法对高流动性混凝土的临界粗骨料含量进行的实验研究”日本建筑学会结构工程学报第521. 1-8号(1999年)。
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Mishima, N., Tanigawa, Y., Mori, H., Kurokawa, Y., Terada, K.and Hattori, T.: "Experimental Study on Rheological Properties of Dense Suspension by Shear Box Test"Jour. of Struct. and Constr. Engng., Trans. of AIJ. No.528. 13-19 (2000)
三岛,N.,谷川,Y.,森,H.,黑川,Y.,寺田,K.和服部,T.:“通过剪切箱试验对致密悬浮液的流变特性进行实验研究”杂志。
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17
    Applicability of Non-Destructive Testing Methods to Historical Buildings Focusing on Brick Structure
    Study on Flow Simulation Method of Fresh Concrete
    • 批准号:
      13450220
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $9.47万
    • 财政年份:
      2001
    • 负责人:
      TANIGAWA Yasuo
    • 依托单位:
    Development of Non-Destructive Inspection Technology for Preservation and Repair of Modern Structures Especially for Masonry
    • 批准号:
      11555148
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $8.77万
    • 财政年份:
      1999
    • 负责人:
      TANIGAWA Yasuo
    • 依托单位:
    Study on Constitutive Law and Deformation Analysis Method for Concrete under High-Speed Repetitive Stress
    • 批准号:
      09450204
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $9.02万
    • 财政年份:
      1997
    • 负责人:
      TANIGAWA Yasuo
    • 依托单位:
    海外基金