[1]潘华,邱洪兴.钢筋混凝土受弯构件正截面疲劳性能数值模拟[J].东南大学学报(自然科学版),2006,36(6):997-1001.[doi:10.3969/j.issn.1001-0505.2006.06.025]
 Pan Hua,Qiu Hongxing.Numerical simulation of fatigue performance of reinforced concrete flexural components[J].Journal of Southeast University (Natural Science Edition),2006,36(6):997-1001.[doi:10.3969/j.issn.1001-0505.2006.06.025]
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钢筋混凝土受弯构件正截面疲劳性能数值模拟()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
36
期数:
2006年第6期
页码:
997-1001
栏目:
土木工程
出版日期:
2006-11-20

文章信息/Info

Title:
Numerical simulation of fatigue performance of reinforced concrete flexural components
作者:
潘华12 邱洪兴1
1 东南大学土木工程学院, 南京 210096; 2 上海联创建筑设计有限公司, 上海 200120
Author(s):
Pan Hua12 Qiu Hongxing1
1 School of Civil Engineering, Southeast University, Nanjing 210096, China
2 Shanghai United Architecture Design Ltd. Company, Shanghai 200210, China
关键词:
钢筋混凝土 受弯疲劳 数值模拟 条带法 本构关系
Keywords:
reinforced concrete bend fatigue numerical simulation fiber section method(FSM) constitutive properties
分类号:
TU375
DOI:
10.3969/j.issn.1001-0505.2006.06.025
摘要:
为了分析钢筋混凝土受弯构件在疲劳荷载作用下正截面力学性能随着时间不断变化的过程,用条带法数值模拟疲劳破坏的整个过程.在已有的钢筋和混凝土轴心疲劳本构关系基础上,根据粘结应力分布规律推导出平均截面的材料本构关系,运用条带法分析钢筋混凝土受弯构件的疲劳性能,编制程序进行计算,程序计算结果与疲劳试验结果进行比较.数值模拟和试验结果表明:受压区高度及混凝土和钢筋的应变发展呈现两阶段规律,随着疲劳荷载次数的增加混凝土和钢筋的应力、应变发生重分布现象; 程序和试验结果吻合较好.用编制的程序分析钢筋混凝土受弯构件的疲劳性能具有一定的精度,可部分代替冗长、昂贵的疲劳试验.
Abstract:
The fiber section method is used to study the constantly changing process of reinforced concrete under flexural fatigue loads. The constitutive properties of average sections was deduced based on the existing constitutive properties of component materials, then the flexural fatigue performance of reinforced concrete was presented by fiber section method and was simulated by a computer program. The results of numerical simulations and tests indicate that the development of each fiber’s stress and strain is divided into two phases; the stress and strain redistribution on cross section of reinforced concrete flexural components under cyclic loads are presented. The curves of xc-n,εc1-n,εc1s-n based on the simulations are consistent with the test results. The approach and the computer program developed are practical for accelerating the analysis of fatigue behavior of reinforced concrete decks.

参考文献/References:

[1] 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.
  Zeng Zhibin,Li Zhirong.Research on fatigue S-N curves of reinforcing bars in common reinforced concrete beams [J].China Civil Engineering Journal,1999,32(5):10-14.(in Chinese)
[2] Zhang H,Abel A.Fatigue properties of reinforcing steel produced by tempcore process[J]. Journal of Materials in Civil Engineering,1999,11(2):158-165.
[3] Holmen J O.Fatigue of concrete by constant and variable amplitude loading[C] //ACI Fatigue of Concrete Structures.Detroit Michigan:American Concrete Institute,1982:71-110.
[4] 王瑞敏,赵国藩,宋玉普.混凝土的受压疲劳性能研究[J].土木工程学报,1991,24(4):36-47.
  Wang Ruimin,Zhao Guofan,Song Yupu.Fatigue of plain concrete under compression [J]. China Civil Engineering Journal,1991,24(4):36-47.(in Chinese)
[5] Shahawy M,Beitelman T E.Static and fatigue performance of RC beams strengthened with CFRP laminates[J].Journal of Structural Engineering ASCE, 1999,125(6):613-621.
[6] 赵国藩,王清湘.钢筋混凝土构件裂缝宽度分析的应力图形和计算模式[J].大连理工大学学报,1984,24(4):87-95.
  Zhao Guofan,Wang Qingxiang.Strain graph and calculation mode analyzing crack width of reinforced concrete component [J].Journal of Dalian University of Technology,1984,24(4):87-95.(in Chinese).
[7] 潘华.混凝土受弯构件疲劳性能的试验研究[D].南京:东南大学土木工程学院,2006.
[8] El-Tawil S,Okeil A M,Shahawy M.Static and fatigue analyses of RC beams strengthened with CFRP laminates [J]. Journal of Composites for Construction, 2001,5(4):258-267.

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备注/Memo

备注/Memo:
基金项目: 江苏省“六大人才高峰”资助项目、江苏省建设厅资助项目(JS200215).
作者简介: 潘华(1979—),男,博士生; 邱洪兴(联系人),男,博士,教授,博士生导师,qiuhx@seu.edu.cn.
更新日期/Last Update: 2006-11-20