| 玄武岩纤维增强塑料筋混凝土黏结性能的梁式试验研究 |
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| 引用本文： | 周俊龙;李炳宏;江世永;石钱华;胡显奇. 玄武岩纤维增强塑料筋混凝土黏结性能的梁式试验研究[J]. 中国塑料, 2011, 25(4): 83-88. DOI: 10.19491/j.issn.1001-9278.2011.04.020 |
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| 作者姓名： | 周俊龙 李炳宏 江世永 石钱华 胡显奇 |
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| 作者单位： | 后勤工程学院化材系后勤工程学院 |
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| 基金项目： | 重庆市科技攻关项目(全无磁、耐腐蚀地震观测站建筑设计及施工技术) |
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| 摘 要： | 设计制作了14个玄武岩纤维增强塑料筋（BFRP筋）混凝土梁式试件和2个钢筋混凝土梁式试件，通过梁式试验分析了影响BFRP筋混凝土黏结性能的主要因素。结果表明，（1）BFRP筋的受力过程可分为微滑移段、正常滑移段、加速滑移段和下降段；（2）当BFRP筋的锚固长度相同时，随着混凝土强度的提高，黏结强度随之增大；（3）当混凝土强度相同时，随着BFRP筋锚固长度的增加，黏结强度明显减小，并且试件的破坏模式也发生了改变；（4）BFRP筋直径的大小对黏结强度的影响不明显；（5）当筋直径、锚固长度和混凝土强度相同时，BFRP筋混凝土的黏结强度与钢筋混凝土基本相当；（6）BFRP筋的外形对BFRP筋混凝土的黏结性能有着较大的影响。
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| 关 键 词： | 混凝土 黏结性能 梁式试验 玄武岩纤维增强塑料筋 |
| 收稿时间： | 2010-12-27 |
Experimental Study on Bond Behavior of BFRP Bars Embedded in Concrete by Beam Test |
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| ZHOU Junlong,LI Binghong,JIANG Shiyong,SHI Qianhua,HU Xianqi. Experimental Study on Bond Behavior of BFRP Bars Embedded in Concrete by Beam Test[J]. China Plastics, 2011, 25(4): 83-88. DOI: 10.19491/j.issn.1001-9278.2011.04.020 |
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| Authors: | ZHOU Junlong LI Binghong JIANG Shiyong SHI Qianhua HU Xianqi |
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| Affiliation: | ZHOU Junlong1,LI Binghong2,JIANG Shiyong2,SHI Qianhua3,HU Xianqi3(1.Department of Chemistry and Materials Engineering,Logistical Engineering University,Chongqing 401311,China,2.Department of Military Architecture Engineering,3.Zhejiang GBF Basalt Fiber Co,Ltd,Hengdian 322118,China) |
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| Abstract: | The beam test method was used to investigate the bond behavior between BFRP bar and concrete.Fourteen BFRP bar and 2 steel bar beam specimens were prepared and tested.It was found that the loading process of BFRP bars could be identified as four steps: minor slippage,normal slippage,accelerated slippage,and descending approach.With constant embedment length of BFRP bars,the bond strength increased with increasing concrete strength.With constant concrete strength,the bond strength decreased with increasing e... |
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| Keywords: | basalt fiber reinforced plastics bar concrete bond behavior beam test |
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