Failure of deformed bars subjected to the repeat loading of large deformation in the plastic buckling region
Failure of deformed bars subjected to the repeat loading of large deformation in the plastic buckling region
批准号:
13650504
负责人:
HIGAI Takeshi
金额:
$2.24万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
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
中文摘要
点击翻译按钮获取中文摘要
英文摘要
The aims of this project are (1) examining the mechanical behavior of the reinforcing bars subjected to the repeated loading of very large forced axial deformation in the plastic buckling region, and get the hysteresis model of the bars which can be used for the finite element analysis. And, (2) study the failure criteria of the bars under such loading conditions.Related to (1), mechanical behavior was studied by FEM analysis with fiber model and based on the finite deformation theory. Then, a practical and accurate hysteresis model of the stress-strain relationship was developed based on the analytical results above.Related to (2), repeated loading tests of about a hundred of D19 deformed bars were done using fatigue test machine with hydraulic pressure grips. The range of forced axial deformation was from tensile yield region to compressive plastic buckling region. Changing the fixed length of the bar specimen into 18d, 12d and 6d (d: diameter of the bar), and changing the amplitude of forced deformation into 23 cases, the relationship between the number of repetition of loading and fixed length, average compressive strain and average tensile strain was studied statistically.
期刊论文(6)
专著(0)
科研奖励(0)
会议论文
登录
查看更多内容
田上和也, 外3名: "繰り返し荷重を受ける鉄筋の座屈モデルに関する研究"構造工学論文集. 47A. 725-733 (2001)
Kazuya Tagami 等 3 人:“重复荷载作用下钢筋的屈曲模型研究”《结构工程杂志》47A 725-733 (2001)。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
田上和也外3名: "繰り返し荷重を受ける鉄筋のモデルに関する研究"構造工学論文集. 47A. 725-733 (2001)
Kazuya Tagami 和其他 3 人:“重复载荷下钢筋模型的研究”《结构工程杂志》47A 725-733 (2001)。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
田上和也, 外3名: "座屈を考慮した鉄筋の繰り返し履歴モデル"コンクリート工学年次論文集. 24・2. 223-228 (2002)
Kazuya Tagami 等 3 人:“考虑屈曲的钢筋重复历史模型”,混凝土工程年报 24・2(2002 年)。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
Kazuya Tanoue: "Modeling of stress-average strain relationship of buckled reinforcing bars under cyclic loading"Proc. of Japan Concrete Institute. Vol. 24, No. 2. 223-228 (2002)
Kazuya Tanoue:“循环载荷下屈曲钢筋的应力-平均应变关系建模”Proc。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
Kazuya Tanoue: "Modeling of nonlinear cyclic behavior of buckled reinforcing bars"Journal of Structural Engineering. Vol. 47A. 725-733 (2001)
Kazuya Tanoue:“屈曲钢筋的非线性循环行为建模”结构工程杂志。
DOI:
--
发表时间:
期刊:
影响因子:
--
作者:
[]
通讯作者:
共 6 条
Study on the Numerical Analysis of Punching Shear Failure of RC Slabs and Its Application to the Structural Design
-
批准号:19560473
-
项目类别:Grant-in-Aid for Scientific Research (C)
-
资助金额:$2.66万
-
财政年份:2007
-
负责人:HIGAI Takeshi
-
依托单位:
Development of Finite Element Method Program for the Analysis of Shear Failure of R.C.Structures.
-
批准号:08650531
-
项目类别:Grant-in-Aid for Scientific Research (C)
-
资助金额:$1.41万
-
财政年份:1996
-
负责人:HIGAI Takeshi
-
依托单位:
Non-destructive test method for highway bridge RC slabs by dynamic response to light impact load.
-
批准号:06650498
-
项目类别:Grant-in-Aid for General Scientific Research (C)
-
资助金额:$1.47万
-
财政年份:1994
-
负责人:HIGAI Takeshi
-
依托单位:
Shear design of civil engineering structures in nuclear power plant under seismic load.
-
批准号:02650334
-
项目类别:Grant-in-Aid for General Scientific Research (C)
-
资助金额:$1.28万
-
财政年份:1990
-
负责人:HIGAI Takeshi
-
依托单位:
海外基金