玄武岩纤维筋混凝土梁正截面抗弯承载力试验研究

头部文案

发布时间：2020-01-06 00:00:00

全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊（光盘版）全文收录期刊

华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊



玄武岩纤维筋混凝土梁正截面抗弯承载力试验研究

Experimental Study on Flexural Capacity of Cross Section of Basalt Fiber Reinforced Concrete Beams

2022年第1期

玄武岩纤维筋（BFRP筋）；正截面抗弯承载力；混合配筋；挠度

BFRP rebar; Flexural capacity of cross section; Hybrid reinforcement; Deflection

2022年第1期

10.19761/j.1000-4637.2022.01.071.05

国家自然科学基金项目（51608303）；湖北省自然科学基金项目（2021CFB511）。

熊琦龙1，周凯1，范佩1，吴小勇1，2

1.三峡大学土木与建筑学院，湖北宜昌 443002；2.防灾减灾湖北省重点实验室，湖北宜昌 443002

熊琦龙1，周凯1，范佩1，吴小勇1，2

熊琦龙,周凯,范佩,等.玄武岩纤维筋混凝土梁正截面抗弯承载力试验研究[J].混凝土与水泥制品,2022(1):71-75.

XIONG Q L,ZHOU K,FAN P,et al.Experimental Study on Flexural Capacity of Cross Section of Basalt Fiber Reinforced Concrete Beams[J].China Concrete and Cement Products,2022(1):71-75.

浏览量:

1000

摘要：为了研究BFRP筋混凝土梁的抗弯性能，进行了不同配筋率和不同配筋形式BFRP筋混凝土梁的四点弯曲试验，分析了试件的跨中挠度、抗弯承载力和裂缝分布规律。结果表明：BFRP筋混凝土梁的弯矩-挠度曲线表现出试件开裂、峰值弯矩为转折点的三折线特征；BFRP筋与钢筋混合配筋梁的弯矩-挠度曲线表现出试件开裂、钢筋屈服和峰值弯矩为转折点的四折线特征；BFRP筋与钢筋混合配筋能提高钢筋混凝土梁的抗弯承载力，减小BFRP筋混凝土梁的挠度和裂缝宽度，同时发挥BFRP筋强度高的特点；BFRP筋与钢筋混合配筋梁符合平截面假定，并给出了正截面抗弯承载力计算公式。 Abstract: In order to study the flexural performance of concrete beams reinforced with BFRP rebar, the four-point bending tests of BFRP reinforced concrete beams with different reinforcement ratios and different reinforcement forms were carried out, and the mid-span deflection, flexural capacity, and crack distribution of the specimens were analyzed. The results show that the bending moment-deflection curves of BFRP reinforced concrete beams show the characteristics of three-fold curve with specimen cracking and peak bending moment as the turning point. The bending moment-deflection curves of beams reinforced with BFRP rebar and steel rebar show the characteristics of four-fold curve with specimen cracking, steel yield and peak bending moment as the turning point. The mixed reinforcement of BFRP rebar and steel rebar can improve the flexural capacity of the reinforced concrete beams, reduce the deflection and crack width of BFRP reinforced concrete beams, and the strength of BFRP rebar can be sufficiently utilized. The beams reinforced with BFRP rebar and steel rebar conform to the plane section assumption, and the calculation formula of flexural capacity of the beams is given.

英文名 : Experimental Study on Flexural Capacity of Cross Section of Basalt Fiber Reinforced Concrete Beams

刊期 : 2022年第1期

关键词 : 玄武岩纤维筋（BFRP筋）；正截面抗弯承载力；混合配筋；挠度

Key words : BFRP rebar; Flexural capacity of cross section; Hybrid reinforcement; Deflection

刊期 : 2022年第1期

DOI : 10.19761/j.1000-4637.2022.01.071.05

文章编号 :

基金项目 : 国家自然科学基金项目（51608303）；湖北省自然科学基金项目（2021CFB511）。

作者 : 熊琦龙1，周凯1，范佩1，吴小勇1，2

单位 : 1.三峡大学土木与建筑学院，湖北宜昌 443002；2.防灾减灾湖北省重点实验室，湖北宜昌 443002

熊琦龙1，周凯1，范佩1，吴小勇1，2

熊琦龙,周凯,范佩,等.玄武岩纤维筋混凝土梁正截面抗弯承载力试验研究[J].混凝土与水泥制品,2022(1):71-75.

XIONG Q L,ZHOU K,FAN P,et al.Experimental Study on Flexural Capacity of Cross Section of Basalt Fiber Reinforced Concrete Beams[J].China Concrete and Cement Products,2022(1):71-75.





摘要

参数

结论

参考文献

引用本文

Abstract: In order to study the flexural performance of concrete beams reinforced with BFRP rebar, the four-point bending tests of BFRP reinforced concrete beams with different reinforcement ratios and different reinforcement forms were carried out, and the mid-span deflection, flexural capacity, and crack distribution of the specimens were analyzed. The results show that the bending moment-deflection curves of BFRP reinforced concrete beams show the characteristics of three-fold curve with specimen cracking and peak bending moment as the turning point. The bending moment-deflection curves of beams reinforced with BFRP rebar and steel rebar show the characteristics of four-fold curve with specimen cracking, steel yield and peak bending moment as the turning point. The mixed reinforcement of BFRP rebar and steel rebar can improve the flexural capacity of the reinforced concrete beams, reduce the deflection and crack width of BFRP reinforced concrete beams, and the strength of BFRP rebar can be sufficiently utilized. The beams reinforced with BFRP rebar and steel rebar conform to the plane section assumption, and the calculation formula of flexural capacity of the beams is given.

扫二维码用手机看

[1] 董志强,吴刚.FRP筋增强混凝土结构耐久性能研究进展[J].土木工程学报,2019,52(10):1-19,29.
[2] 王洋,董恒磊,王震宇.GFRP筋混凝土梁受弯性能试验[J]. 哈尔滨工业大学学报,2018,50(12):23-30.
[3] 付莹,孔祥清,于洋,等.BFRP筋/钢筋混合配筋混凝土梁抗弯试验与有限元分析[J].混凝土与水泥制品,2020(10):45-50.
[4] 孔祥清,于洋,邢丽丽,等.BFRP筋与钢筋混合配筋混凝土梁抗弯性能试验研究[J].玻璃钢/复合材料,2018(8):48-54.
[5] GE W J,ASHOUR A F,YU J,et al.Flexural Behavior of ECC-concrete Hybrid Composite Beams Reinforced with FRP and Steel Bars[J].Journal of Composites for Construction,2019,23(1):04018069.
[6] KIM M S,LEE Y H,KIM H,et al.Flexural Behavior of Concrete Beams Reinforced with Aramid Fiber Reinforced Polymer (AFRP) Bars[J].Structural Engineering and Mechanics,2011,38(4):459-477.
[7] 王廷彦,张军伟.玄武岩纤维布加固钢筋混凝土短梁抗弯性能试验研究[J].混凝土与水泥制品,2020(4):68-72,76.
[8] 尚聪,马江霖,王崇革,等.CFRP与BFRP加固RC柱抗震性能比较研究[J].混凝土与水泥制品,2019(9):70-75.
[9] 曹晓峰,赵文,谢强,等.BFRP筋材基本力学性能试验研究[J].公路工程,2016,41(5):215-217,255.
[10] 木勒德尔·巴合提,沙吾列提·拜开依,努尔哈孜·居尼斯.玄武岩纤维复材筋混凝土梁受弯性能试验研究[J].工业建筑,2019,49(10):180-184,31.
[11] 田盼盼,沙吾列提·拜开依,潘梅,等.BFRP筋混凝土梁受弯性能的试验研究[J].新疆大学学报(自然科学版),2015,32(1):94-99.
[12] 薛伟辰,郑乔文,杨雨.FRP筋混凝土梁正截面抗弯承载力设计研究[J].工程力学,2009,26(1):79-85.
[13] 朱虹,董志强,吴刚,等.FRP筋混凝土梁的刚度试验研究和理论计算[J].土木工程学报,2015,48(11):44-53.
[14] YOO D Y,BANTHIA N,YOON Y S.Flexural Behavior of Ultra-high-performance Fiber-reinforced Concrete Beams Reinforced with GFRP and Steel Rebars[J].Engineering Structures,2016,111(1):246-262.
[15] 陈升平,马小霞,卢应发,等.FRP筋钢纤维混凝土梁延性性能研究[J].混凝土与水泥制品,2019(5):59-63.
[16] ADAM M A,SAID M,MANMOUD A A,et al.Analytical and Experimental Flexural Behavior of Concrete Beams Reinforced with Glass Fiber Reinforced Polymers Bars[J].Construction and Building Materials,2015,84(3):354-366.
[17] MOUSA S,MOHAMED H M,BENMOKRANE B.Deflection Prediction Methodology for Circular RC Members Reinforced with FRP Bars[J].ACI Structural Journal,2019,116(2):279-293.
[18] 葛文杰,张继文,戴航,等.FRP筋和钢筋混合配筋增强混凝土梁受弯性能[J].东南大学学报(自然科学版),2012,42(1):114-119.

上一个

混凝土轻质墙板上墙含水率对干燥收缩影响的试验研究

下一个

FRP布加固钢筋混凝土短柱轴压性能试验研究

头部文案

玄武岩纤维筋混凝土梁正截面抗弯承载力试验研究

相关文件