FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS

Lei Bing; Song Yupu

doi:10.13204/j.gyjz201309013

Volume 43 Issue 9

Dec. 2014

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Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013

Citation:

Lei Bing, Song Yupu. FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 71-76,143. doi: 10.13204/j.gyjz201309013

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FATIGUE PERFORMANCE SIMULATION OF PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON ANSYS

doi: 10.13204/j.gyjz201309013

Lei Bing,
Song Yupu

1.
State Key Lab of Coastal and Offshore Eng ,Dalian Univ． of Tech,Dalian 116024,China

Received Date: 2013-01-05
Publish Date: 2013-09-20

Abstract

Abstract

According to the damage parameters of reinforcement and concrete and considering effective prestressingloss of prestressing tendon，the damage model was established，then based on ANSYSsecond developmenttechnology the full-range fatigue analysis of partially prestressed concrete beams was carried out． The calculatingresults compared with the experimental results shown that it fit favorably with the experimental results within theaccepted limits，and that this model can reflect the mechanical properties of partially prestressed concrete beams withfatigue loading． It provided reliable and efficient method for simulating fatigue behavior of such sorts of beams forpractical projects．
- ANSYS,
- partial prestress,
- fatigue behavior,
- finite element,
- nonlinear analysis,
- full-range fatigue analysis

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References(17)

References

[2] 张继文,曾俊铖.预应力混凝土弯曲拉－压疲劳性能试验研究[J].工业建筑,2009,39(8):72-75.

吕培印.混凝土单轴、双轴动态强度和变形试验研究[D].大连:大连理工大学,2002.

[3] Balaguru P N,Shah S P.A Method of Predicting Crack Widths andDeflections for Fatigue Loading[J].ACI Special Publication,1982,75(5):153-175.

[4] 朱劲松,肖汝诚,宋玉普.混凝土疲劳特性与疲劳损伤后的等效单轴本构关系[J].建筑材料学报,2005,8(5):484-489.

[5] 何政,欧进萍.钢筋混凝土结构的非线性分析[M].哈尔滨:哈尔滨工业大学出版社,2006:8-9.

[6] 朱劲松,朱先存.钢筋混凝土桥梁疲劳累积损伤失效过程简化分析方法[J].工程力学,2012,29(5):107-114.

[7] Holmen J O.Fatigue of Concrete by Constant and VariableAmplitude Loading[J].Fatigue Strength of Concrete Structures,ACI Publication SP-75,1982: 71-110.

[8] 宋玉普.混凝土结构的疲劳性能及设计原理[M].北京:机械工业出版社,2006:56-58.

[9] 王时越,张立翔.混凝土疲劳刚度衰减规律试验研究[J].力学与实践,2003,25(5):55-57.

[10] 程文瀼,康谷贻.混凝土结构[M].北京:中国建筑工业出版社,2002:19-20.

[11] 冯秀峰.混合配筋部分预应力混凝土梁疲劳性能研究[D].大连:大连理工大学土木工程学院,2005.

[12] 王娴明,徐波.反复荷载作用下钢筋的本构关系[J].建筑结构学报,1992,13(6):41-48.

[13] 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.

[14] 车惠民,邵厚昆,李霄萍.部分预应力混凝土[M].成都:西南交通大学出版社,1992:145-152.

[15] 李朝阳,宋玉普,赵国藩.混凝土疲劳残余应变性能研究[J].大连理工大学学报,2001,41(3):355-358.

[16] GB 500102010 混凝土结构设计规范[S].

[17] 马林.国产1860 级低松弛预应力钢绞线疲劳性能研究[J].铁道标准设计,2000,20 (5):21-23.

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