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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