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Computer aided design system on self-adjustable arrangement of reinforcing bars with smart fictitious material modeling

Computer aided design system on self-adjustable arrangement of reinforcing bars with smart fictitious material modeling
具有智能虚拟材料建模的钢筋自调节布置计算机辅助设计系统
批准号:
13555121
负责人:
ISHIDA Tetsuya
金额:
$7.68万
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:
2001
资助国家:
日本
项目状态:
已结题
起止时间:
2001 至 2002

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项目成果

ISHIDA Tetsuya的其他基金

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中文摘要
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英文摘要
The results of this research can be summarized as follows.(1) A special constitutive model of steel (smart fictitious material model) was adopted in the FEM code COM3 performing non-linear dynamic analysis of reinforced concrete structure. The proposed system was used to predict mechanical behaviors of reinforced concrete under two-dimensional and three-dimensional stress fields. Especially, a structure with an opening in the span, which may bring complex stress condition, was chosen as an example of its application. Through the study, it was shown that appropriate arrangement of reinforcement in such conditions can be automatically given, and that the specified arrangement can provide desire loading capacity. In additon, the system was applied to a design was successfully reduced down to 1/2 〜1/3 of that determined by ordinary design method.(2) In order to enhance the proposed design system, the zoning method was generalized. In the previous zoning method, the RC zone was overestimated at the point of steel yielding, while in this study the model was extended to describe both significant localization of cracking and spatial averaged state at steel yielding as a form of strain-softening-transient hardening. By this extension, the shear capacity and stiffness of member can be predicted with higher accuracy.(3) In the smart fictitious material model, local stress of reinforcement between cracks, dowel action, local deformation and bond deterioration are simplified by applying spatial-averaged approach. In this study, in order to treat these aspects in a generalized way, an enhanced stress transfer model based on microscopic nonlinearity and contact density function was proposed. It was shown in this study that the proposed model can quantify the effect of non-orthgonality of crack and reinforcement on the averaged deformation in finite element, and it allows the proposed design system to have higher accuracy.
期刊论文(74)
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会议论文
An, X. and Briquet, X.: "Nonlinear dynamic analysis of a multi-story RC wall"Proceedings of the 17^<th> Australian Conference on the Mechanics of Structures and Materials. (2002)
An, X. 和 Briquet, X.:“多层 RC 墙的非线性动态分析”第 17 届澳大利亚结构与材料力学会议论文集。
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T. EMA, T. ISHIDA and K. MAEKAWA: "Effects of Shrinkage on Behavior of Reinforced Concrete under Tensile Stress"Proc. of the JCI. 24, No.1. 435-440 (2002)
T. EMA、T. ISHIDA 和 K. MAEKAWA:“拉伸应力下收缩对钢筋混凝土行为的影响”Proc。
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Ishida, T. and Maekawa, K.: "Solidified cementitious material-structure model with coupled heat and moisture transport under arbitrary ambient conditions"Proceedings of the 1^<st> fib Congress 2002, Session 8 Durability of concrete structures. 219-226 (20
Ishida, T. 和 Maekawa, K.:“任意环境条件下耦合热湿传输的固化水泥材料结构模型”2002 年第一届 fib 大会论文集,第 8 场混凝土结构的耐久性。
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通讯作者:
Ishida, T., Maekawa, K.: "Solidified cementitious material-structure model with coupled heat and moisture transport under arbitrary ambient conditions"Proceedings of the 1st fib Congress 2002, Osaka. Session 8. 219-226 (2002)
Ishida, T., Maekawa, K.:“任意环境条件下耦合热湿传输的固化水泥材料结构模型”2002 年第一届 Fib 大会论文集,大阪。
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41
    Performance assessment of concrete structures by coupling an integrated information platform and multi-scale analysis
    • 批准号:
      26249065
    • 项目类别:
      Grant-in-Aid for Scientific Research (A)
    • 资助金额:
      $26.37万
    • 财政年份:
      2014
    • 负责人:
      ISHIDA Tetsuya
    • 依托单位:
    Multi-scale modeling of cementitious materials and structural concrete coupled with various environmental actions
    • 批准号:
      21686040
    • 项目类别:
      Grant-in-Aid for Young Scientists (A)
    • 资助金额:
      $17.39万
    • 财政年份:
      2009
    • 负责人:
      ISHIDA Tetsuya
    • 依托单位:
    Performance evaluation of existing structures based on a coupled scheme of thermo-dynamic analysis and various durability indicators
    • 批准号:
      19686029
    • 项目类别:
      Grant-in-Aid for Young Scientists (A)
    • 资助金额:
      $16.64万
    • 财政年份:
      2007
    • 负责人:
      ISHIDA Tetsuya
    • 依托单位: