<strong>HRBF500</strong>钢筋混凝土梁疲劳损伤机理研究

王新玲; 康现栋; 李可; 黄伟东

doi:10.13204/j.gyjz201311011

HRBF500钢筋混凝土梁疲劳损伤机理研究

doi: 10.13204/j.gyjz201311011

1.
1. 郑州大学土木工程学院,郑州 450001;
2.
2. 东南大学土木工程学院,南京 210096;
3.
3. 郑州市市政工程管理处,郑州 450002

基金项目:

国家863支撑项目资助(2008AA030704)

详细信息

作者简介:
王新玲，女，1963年出生，博士，教授。电子信箱:wxlwzn@126.com

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- 文章访问数: 121
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- 被引次数: 0
出版历程
- 收稿日期: 2013-06-14
- 刊出日期: 2013-11-20

FATIGUE DAMAGE MECHANISM OF HRBF500 RC BEAMS

1.
1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;
2.
2. School of Civil Engineering,Southeast University,Nanjing 210096,China;
3.
3. Zhengzhou City Municipal Engineering Administration,Zhengzhou 450002,China

摘要

摘要: HRBF500钢筋是我国冶金行业新研发的超细晶粒高强钢筋。基于配有HRBF500钢筋混凝土梁疲劳试验结果,采用数值模拟计算方法,对其矩形和T形截面混凝土梁的疲劳寿命、疲劳损伤机理进行分析和研究。提出用剩余抗弯刚度来定义其疲劳损伤变量,建立了HRBF500钢筋混凝土梁疲劳损伤演化模型,根据试验结果分析出,HRBF500钢筋混凝土梁的疲劳损伤增长率均随受拉钢筋初始应力的增加而减少,并推出了模型相关系数(疲劳损伤增长率)表达式。结果表明,该模型能够很好模拟HRBF500钢筋混凝土梁的第一和第二阶段的疲劳损伤过程,且根据该模型可以实现对剩余疲劳寿命的预测。
- 钢筋混凝土梁 /
- HRBF500钢筋 /
- 疲劳损伤 /
- 有限元分析 /
- 损伤模型
Abstract: HRBF500 rebar is a successfully developed new-type high-strength steel bar in Chinese metallurgical industry. Based on the fatigue life numerical simulation and test results,fatigue damage mechanism of rectangular and T-section RC beams with HRBF500 steel bars was analyzed and investigated. The fatigue damage was defined by using the residual bending rigidity of the beams and the accumulative fatigue damage model was obtained. According to the test results,it can be seen that the growth rates of fatigue damage reduced with increase of the initial stress of the tensile reinforcements,and the expressions for correlation coefficients( the growth rate of fatigue damage) of the model was introduced. The results indicate that,the proposed accumulative fatigue damage model can accurately describe the first and second stages of fatigue damage process of RC beams with HRBF500 bars. The remaining fatigue life can be predicted by the model.
- ＲC beams /
- HＲBF500 steel bars /
- fatigue damage /
- finite element analysis /
- damage model

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参考文献(14)

[2] Takaki S,Kawasaki K,Kimura Y. Mechanical Properties of UltraFine Grained Steels [J]. Journal of Materials ProcessingTechnology, 2001, 117(3): 359-363.

Ruslan Z V. Structure and Mechanical Properties of Ultrafine-Grained Metals[J]. Materials Science and Engineering:A, 1997,234-236:59-66.

[3] 王新玲,陈青萍,杜琳. 高速铁路用 HRBF500 钢筋混凝土梁疲劳性能试验研究[J]. 工业建筑, 2010, 40(11): 18-21.

[4] 赵更歧,李可,张龙. 高铁用细晶粒钢筋混凝土梁疲劳性能的数值分析及研究[J]. 郑州大学学报: 工学版,2010,31(6): 22-28.

[5] Al-Rousan R,Issa M. Fatigue Performance of Reinforced ConcreteBeams Strengthened with CFRP Sheets[J]. Construction andBuilding Materials, 2011;25(8):3520-3529.

[6] TENG S, WAN F. Finite Element Analysis of Reinforced ConcreteDeep Beams Under Fatigue Loading[J]. ACI Structural Journal,2001, 98(3): 315-323.

[7] 章坚洋. 混合配筋部分预应力梁正截面疲劳性能研究[D].大连: 大连理工大学, 2005.

[8] 钟铭,王海龙,刘仲波,等. 高强钢筋高强混凝土梁静力和疲劳性能试验研究[J]. 建筑结构学报, 2005, 26(2): 94-100.

[9] 曾志斌,李之榕. 普通混凝土梁用钢筋的疲劳 S-N 曲线研究[J]. 土木工程学报, 1999, 32(5): 10-14.

[10] 姚国文, 黄培彦. 循环载荷下纤维薄板增强 RC 梁的疲劳性能研究[J]. 土木工程学报, 2006, 39(4): 35-38.

[11] Shahawi M E,Batchelor B D. Fatigue of Partially PrestressedConcrete[J]. Journal of Structural Engineering, 1986, 112 (3):524-537.

[12] Heffernan P J, Erki M A. Fatigue Behavior of Reinforced ConcreteBeams Strengthened with Carbon Fiber Reinforced PlasticLaminates[J]. Journal of Composites for Construction,2004,8(2): 132-140.

[13] Miner M A. Cumulative Damage in Fatigue [J]. Journal ofApplied Mechanics, 1945, 12(3): 159-164.

[14] 钟明全. 疲劳加载对部分预应力混凝土梁钢筋应力、裂缝宽度及静力强度的影响[J]. 西南交通大学学报,1995,30(3):283-290.

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