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[1]邢国华,牛荻涛,何志兵,等.铝合金配筋新型混凝土梁试验研究[J].建筑科学与工程学报,2015,32(01):35-41.
 XING Guo-hua,NIU Di-tao,HE Zhi-bing,et al.Experiment Study on New Type Concrete Beams Reinforced with Aluminum Alloy Bars[J].Journal of Architecture and Civil Engineering,2015,32(01):35-41.
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铝合金配筋新型混凝土梁试验研究(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
32卷
期数:
2015年01期
页码:
35-41
栏目:
出版日期:
2015-01-30

文章信息/Info

Title:
Experiment Study on New Type Concrete Beams Reinforced with Aluminum Alloy Bars
作者:
邢国华牛荻涛何志兵刘伯权
长安大学建筑工程学院
Author(s):
XING Guo-hua NIU Di-tao HE Zhi-bing LIU Bo-quan
School of Civil Engineering, Chang’an University
关键词:
混凝土梁铝合金受弯性能承载力拱机理破坏模式静载试验
Keywords:
concrete beam aluminum alloy flexural behavior bearing capacity arch action failure pattern static experiment
分类号:
-
DOI:
-
文献标志码:
A
摘要:
对6根铝合金配筋新型混凝土梁试件进行了单调静载试验,研究该类新型混凝土梁的破坏机理,分析铝合金配筋混凝土梁的破坏过程、荷载跨中挠度曲线以及纵筋应变和弯曲裂缝等的变化规律。研究结果表明:铝合金配筋新型混凝土梁发生弯曲破坏和粘结破坏2种典型模式,其中受弯破坏模式表现为铝合金纵筋拉断失效或受压区混凝土压溃失效,粘结破坏模式主要由“拱机理”导致,表现为试件在支座处锚固破坏或斜截面混凝土剪压破坏;该类新型混凝土梁的极限荷载和名义屈服荷载非常接近,二者之比均小于1.15;发生弯曲破坏的铝合金配筋混凝土梁试件的荷载跨中挠度曲线可分为弹性阶段、带裂缝工作阶段和破坏失效阶段。
Abstract:
According to the experiment investigation on six new type concrete beams reinforced with aluminum alloy bars under monotonic static loading, the failure mechanism of new type concrete beams was researched. The failure process, loaddeflection curve, longitudinal strain distribution and flexural crack development were analyzed. The study results indicate that there are two typical failure patterns of new type concrete beams reinforced with aluminum alloy bars: flexural failure and bond failure. The flexural failure pattern always occurs with tensile rupture of aluminum alloy bars or crushing failure of concrete. Owing to the “arch action”, the bond failure pattern always occurs with anchor failure of aluminum alloy bars at the supports or shearcompression failure of concrete in shearcompression zone. Moreover, the ultimate load is quite near with the nominal yielding load of new type concrete beams reinforced with aluminum alloy bars, the average ratio between the ultimate loads and the nominal yielding loads is less than 1.15. In addition, the loaddeflection curves of flexural failure specimen can be divided into three stages: elastic stage, crack stage and failure stage.

参考文献/References:

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备注/Memo

备注/Memo:
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更新日期/Last Update: 2015-02-03