Strength Retention Rate Distribution Model and Reliability Analysis of FRP Stirrups

被引:0
作者
Jiang, Jiafei [1 ]
Lü, Jiahao [1 ]
Xue, Weichen [1 ]
机构
[1] School of Civil Engineering, Tongji University, Shanghai
来源
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2024年 / 27卷 / 06期
关键词
distribution law; FRP stirrup; K-S test; reliability; strength retention rate;
D O I
10.3969/j.issn.1007-9629.2024.06.003
中图分类号
学科分类号
摘要
The hypothesis testing approach was applied to treat the experimental data from the open literature for the establishment of the distribution law of the strength retention rate of fiber reinforced plastic(FRP)stirrups. The goodness-of-fit of three distribution models(Weibull distribution,normal distribution,and lognormal distribution)for the FRP stirrups strength retention rate was compared using Kolmogorov-Smirnov(K-S)test. The results show that the lognormal distribution is the optimal distribution model within the rational range(3-5)of internal radius(R)to bar diameter(D)ratio(R/D). It follows that the strength retention rates of 95% and 50% guarantee rates is no less than 32.46% and 43.79%,respectively. Furthermore,the results show that the reliabilities of calculation results from the retention rate formula used in the Chinese,American,Canadian,and Japanese standards are only between 24.1%-40.3%,which is unconservative. According to the strength guarantee rate requirements of FRP longitudinal reinforcement and stirrups in China,the strength retention rates of glass fiber reinforced plastic(GFRP)stirrups with R/D of 3,4 and 5 are not less than 38.86%,35.68% and 46.09%,respectively. © 2024 Tongji University. All rights reserved.
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页码:496 / 502
页数:6
相关论文
共 33 条
[1]  
SUN Yanan, JIN Zuquan, PANG Bo, Et al., Pulling-out process and interfacial bonding performance of BFRP bar in concrete based on DIC[J], Journal of Building Materials, 26, 1, pp. 45-52, (2023)
[2]  
LI Wenchao, ZHOU Guangfa, WEN Fusheng, Et al., Degradation law and mechanism of GFRP bars in concrete environment[J], Journal of Building Materials, 26, 2, pp. 156-162, (2023)
[3]  
FU Kai, XUE Weichen, Accelerated aging tests for evaluations of tensile properties of GFRP bars under artificial seawater environment [J], Journal of Building Materials, 17, 1, pp. 35-41, (2014)
[4]  
WANG Wei, XUE Weichen, Accelerated aging tests for evaluations of tensile properties of GFRP rebars exposed to alkaline solution[J], Journal of Building Materials, 15, 6, pp. 760-766, (2012)
[5]  
CAI Qiming, LU Chunhua, YAN Yongdong, Et al., Temperature effect on shear properties of BFRP and GFRP bar[J], Journal of Building Materials, 25, 4, pp. 395-400, (2022)
[6]  
Biao LI, YANG Yongxin, YUE Qingrui, Et al., Experimental study on mechanical properties of composite stirrups, Construction Technology, 47, 20, (2018)
[7]  
AHMED E A, EL-SAYED A K,, SALAKAWY E,, Et al., Bend strength of FRP stirrups:Comparison and evaluation of testing methods[J], Journal of Composites for Construction, 14, 1, pp. 3-10, (2010)
[8]  
Bend strength of FRP bars:Experimental investigation and bond modeling[J], Journal of Materials in Civil Engineering, 29, 7, (2017)
[9]  
SPADEA S, Et al., Wound FRP shear reinforcement for concrete structures[J], Journal of Composites for Construction, 21, 5, (2017)
[10]  
LEE Y,, Et al., Bend strength of complete closed-type carbon fiber-reinforced polymer stirrups with rectangular section[J], Journal of Composites for Construction, 18, 1, (2014)