EXPERIMENTAL STUDY ON BENDING BEHAVIOR OF TIMBER BEAMS STRENGTHENED WITH CFRP SHEETS
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摘要: 通过8根矩形木梁的静力试验,研究了碳纤维布加固木梁的抗弯性能,包括破坏特性、极限荷载、刚度、截面应变及端部碳纤维布应变等结构性能。试验结果表明,碳纤维布加固木梁具有良好的效果,可为古建木结构的维修加固提供新的方法和试验依据。Abstract: According to the static tests of 8 rectangular timber beams strengthened with carbon fiber reinforced polymer(CFRP) sheets,the bending behaviors are studied such as failure characteristics,ultimate bearing capacity,rigidity,strain of timber section and CFRP sheets at the ends.The results show that CFRP sheets have a good strengthening effect for timber beam.This paper supplies a new method and test reference for repairing and strengthening of Chinese ancient timber buildings.
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Key words:
- CFRP sheet /
- strengthen /
- timber beam /
- bending behavior
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[2] CECS 146:2003 碳纤维片材加固修复混凝土结构技术规程 祁英涛.中国古代建筑的保护与维修.北京:文物出版社,1986 [3] 张大照.CFRP加固修复木柱梁性能研究:[硕士学位论文].上海:同济大学,2003 [4] 马建勋,蒋湘闽,胡平,等.碳纤维布加固木梁抗弯性能的试验研究.工业建筑,2005,35(8):35-39 [5] Plevris N,Triantafillou T C.FRP-Reinforced Wood As a Structural Material.Journal of Material in Civil Engineering,1992,4(3):300 -317 [6] Johns K C,Lacroix S.Composite Reinforcement of Timber in Bending.Canadian Journal of Civil Engineering,2000,27(5):899-906
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