Experimental Study on Tensile Fatigue Strength of Steel Fiber Reinforced Concrete

被引:0
作者
Lu, Yang [1 ]
Feng, Zhongren [1 ]
机构
[1] Wuhan Univ Technol, Dept Civil & Architecture Engn, Wuhan 430000, Peoples R China
来源
PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON ADVANCES IN ENERGY, ENVIRONMENT AND CHEMICAL ENGINEERING | 2015年 / 23卷
关键词
steel fiber reinforced concrete; tensile fatigue strength; fatigue life equation;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The tensile fatigue property of steel fiber reinforced concrete (SFRC) was studied. In an axial tensile fatigue experiment, 52 prismatic specimens were tested under various stress conditions. A significant increase is found in the fatigue life of SFRC comparing to that of ordinary concrete. The results also show that the fatigue lives of these specimens are in well agreement with Weibull distribution. Thus a series of fatigue life equations under different survival probabilities were established, as well as the ultimate fatigue strength equation containing two parameters-the ratios of maximum and minimum stress to tensile strength.
引用
收藏
页码:621 / 627
页数:7
相关论文
共 9 条
[1]  
[Anonymous], 1986, Applied statistics in fatigue
[2]   UNIAXIAL TENSILE FATIGUE FAILURE OF CONCRETE UNDER CONSTANT-AMPLITUDE AND PROGRAM LOADING [J].
CORNELISSEN, HAW ;
REINHARDT, HW .
MAGAZINE OF CONCRETE RESEARCH, 1984, 36 (129) :216-226
[3]  
gao Jianming, 1989, CHINA CONCRETE CEMEN, V1, P10
[4]   Behavior of high performance fiber reinforced cement composites under multi-axial compressive loading [J].
Sirijaroonchai, Kittinun ;
El-Tawil, Sherif ;
Parra-Montesinos, Gustavo .
CEMENT & CONCRETE COMPOSITES, 2010, 32 (01) :62-72
[5]  
Song Y.P., 2006, FATIGUE BEHAV DESIGN
[6]   Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading [J].
Wille, K. ;
El-Tawil, S. ;
Naaman, A. E. .
CEMENT & CONCRETE COMPOSITES, 2014, 48 :53-66
[7]   A practical randomization approach of deterministic equation to determine probabilistic fatigue and fracture behaviours based on small experimental data sets [J].
Xiong, J. J. ;
Shenoi, R. A. .
INTERNATIONAL JOURNAL OF FRACTURE, 2007, 145 (04) :273-283
[8]  
Yu Ziruo, 2008, CONCRETE, V225, P3
[9]  
Zhao Guangyi, 1993, CHINA CIVIL ENG J, V06, P13