Fatigue Performance Analysis of Steel Fiber Reinforced Concrete Beams Combined with Homogenization Theory

Abstract

Abstract: Steel fiber reinforced concrete (SFRC) is widely used in engineering. To explore the internal mechanism of fatigue failure phenomenon of SFRC, Mori-Tanaka homogenization theory was used to predict the elastic modulus of SFRC with different steel fiber volume content. Based on the calculated results, a four-point bending finite element model of SFRC beam was established. Miner fatigue damage criterion was used to carry out bending static test and fatigue test of numerical simulation of the experiment. The simulation results are in good agreement with the relevant test results, which verifies the reliability of the model. The fatigue life and fatigue strength of SFRC beams were predicted by using fatigue analysis software. The influences of fiber content, size effect and fiber length on the fatigue life were analyzed. The results show that steel fiber greatly improves the fatigue life of concrete beams, and the lower the stress level and the greater the fiber content are, the higher the improvement range is. The size effect has a certain influence on the fatigue strength and fatigue life, but the influence on the fatigue performance decreases with the increase of component size. The longer the fiber length is, the better the fatigue performance of the SFRC beam is.

Key words: steel fiber reinforced concrete, homogenization theory, fiber length, fiber content, size effect, fatigue life, fatigue strength

CLC Number:

TU528

HE Zhengbo, WANG Huiming. Fatigue Performance Analysis of Steel Fiber Reinforced Concrete Beams Combined with Homogenization Theory[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2021, 40(8): 2574-2583.

References

[1] 沈荣熹,崔琪,李清海.新型纤维增强水泥基复合材料[M].北京:中国建材工业出版社,2004:126-152.
SHEN R X, CUI Q, LI Q H. New fiber reinforced cement-based composites[M]. Beijing: China Building Industry Press, 2004: 126-152 (in Chinese).
[2] FISHER A K, BULLEN F, BEAL D. The durability of cellulose fibre reinforced concrete pipes in sewage applications[J]. Cement and Concrete Research, 2001, 31(4): 543-553.
[3] 赵国藩,黄承逵.钢纤维混凝土的性能和应用[J].工业建筑,1989,19(10):2-9.
ZHAO G F, HUANG C K. Performance and application of steel fibre reinforced concrete[J]. Industrial Construction, 1989, 19(10): 2-9 (in Chinese).
[4] 赵国藩,彭少民,黄承逵.钢纤维混凝土结构[M].北京:中国建筑工业出版社,1999:15-30.
ZHAO G F, PENG S M, HUANG C K. Steel fiber reinforced concrete structure[M]. Beijing: China Building Industry Press, 1999: 15-30 (in Chinese).
[5] 赵国藩.混凝土及其增强材料的发展与应用[J].建筑材料学报,2000,3(1):1-6.
ZHAO G F. Development and applications of concrete and its reinforcing materials[J]. Journal of Building Materials, 2000, 3(1): 1-6 (in Chinese).
[6] 宋玉普.混凝土结构的疲劳性能及设计原理[M].北京:机械工业出版社,2006:45-52.
SONG Y P. Fatigue behavior and design principle of concrete structures[M]. Beijing: China Machine Press, 2006: 45-52 (in Chinese).
[7] 高丹盈,张明,朱海堂.钢筋钢纤维高强混凝土梁疲劳试验研究及刚度计算[J].建筑结构学报,2013,34(8):142-149.
GAO D Y, ZHANG M, ZHU H T. Fatigue test and stiffness calculation of steel fiber reinforced high-strength concrete beams with reinforcements[J]. Journal of Building Structures, 2013, 34(8): 142-149 (in Chinese).
[8] 徐忠根,郭轩,邓长根.波纹腹板H形钢吊车梁疲劳寿命有限元分析[J].建筑钢结构进展,2021,23(2):88-94.
XU Z G, GUO X, DENG C G. Finite element analysis on fatigue life of a corrugated web H-shaped steel crane beam[J]. Progress in Steel Building Structures, 2021, 23(2): 88-94 (in Chinese).
[9] 陈妤,蒋俊南,李向楠,等.模拟波浪作用下锈蚀钢筋混凝土墩柱的疲劳试验研究[J].硅酸盐通报,2019,38(6):1923-1928.
CHEN Y, JIANG J N, LI X N, et al. Fatigue experimental research of corroded reinforcement concrete pier column under simulated wave loading[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(6): 1923-1928 (in Chinese).
[10] 魏孟春,熊刚.铁路钢板梁桥疲劳及剩余寿命分析[J].公路,2021,66(1):142-146.
WEI M C, XIONG G. Analysis of fatigue and residual life for railway bridge with steel plate girder[J]. Highway, 2021, 66(1): 142-146 (in Chinese).
[11] 邓宗才,董智福,戚德海.高锆耐碱玻璃纤维混凝土弯曲疲劳特性试验研究[J].公路,2018,63(4):200-204.
DENG Z C, DONG Z F, QI D H. Risk matrix research on the bending fatigue properties of concrete with alkali-resistant glass fiber of high zirconium[J]. Highway, 2018, 63(4): 200-204 (in Chinese).
[12] 黄育华,黄克旺,李浩.不同设计方法下沥青路面疲劳寿命对比[J].公路,2018,63(9):32-36.
HUANG Y H, HUANG K W, LI H. Comparisons on the fatigue life of asphalt pavement under different design method[J]. Highway, 2018, 63(9): 32-36 (in Chinese).
[13] 雷斌,李宏,晏育松.混凝土疲劳机理研究进展[J].硅酸盐通报,2014,33(8):1978-1983.
LEI B, LI H, YAN Y S. Research progress on the fatigue mechanism of concrete[J]. Bulletin of the Chinese Ceramic Society, 2014, 33(8): 1978-1983 (in Chinese).
[14] 王瑞敏,宋玉普,赵国藩.混凝土在等幅重复应力作用下的疲劳强度[J].工业建筑,1992,22(12):8-11+25.
WANG R M, SONG Y P, ZHAO G F. Fatigue strength of concrete under constant amplitude repeated loading[J]. Industrial Construction, 1992, 22(12): 8-11+25 (in Chinese).
[15] CARLESSO D M, CAVALARO S, DE LA FUENTE A. Flexural fatigue of pre-cracked plastic fibre reinforced concrete: experimental study and numerical modeling[J]. Cement and Concrete Composites, 2021, 115: 103850.
[16] LAU C K, CHEGENIZADEH A, HTUT T N S, et al. Performance of the steel fibre reinforced rigid concrete pavement in fatigue[J]. Buildings, 2020, 10(10): 186.
[17] KORNEEVA I G. Cyclic testing of polypropylene fibre reinforced concrete[J]. IOP Conference Series: Materials Science and Engineering, 2020, 880: 012006.
[18] 冯仲仁,黄隆洋,郭蒙蒙,等.不同钢纤维掺入率的混凝土疲劳试验研究[J].中外公路,2018,38(2):269-272.
FENG Z R, HUANG L Y, GUO M M, et al. The fatigue test study of concrete with different steel fiber incorporation[J]. Journal of China & Foreign Highway, 2018, 38(2): 269-272 (in Chinese).
[19] 黄承逵,赵国藩,彭骏.二级配钢纤维混凝土疲劳性能的研究[J].中国公路学报,1994,7(3):29-35
HUANG C K, ZHAO G F, PENG J. The fatigue performance of steel fiber reinforced concrete with two gradings of aggregates[J]. China Journal of Highway and Transport, 1994, 7(3): 29-35 (in Chinese)
[20] 付佩,何奇.钢纤维再生混凝土的疲劳试验和有限元分析[J].湖北工业大学学报,2020,35(4):90-93.
FU P, HE Q. Fatigue test and finite element analysis of steel fiber recycled concrete[J]. Journal of Hubei University of Technology, 2020, 35(4): 90-93 (in Chinese).
[21] 徐蓉,白建文,赵燕茹,等.低周反复荷载作用下混杂纤维混凝土柱变形性能分析[J].硅酸盐通报,2020,39(11):3503-3509.
XU R, BAI J W, ZHAO Y R, et al. Deformation performance analysis of hybrid fiber concrete columns under low reversed cyclic loading[J]. Bulletin of the Chinese Ceramic Society, 2020, 39(11): 3503-3509 (in Chinese).
[22] 赵燕茹,苏颂,谢业鹏,等.钢纤维对钢筋混凝土梁弯曲韧性与疲劳损伤的影响[J].硅酸盐通报,2018,37(1):260-266.
ZHAO Y R, SU S, XIE Y P, et al. Influence of steel fiber on the flexural toughness and fatigue damage of reinforced concrete beam[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(1): 260-266 (in Chinese).
[23] 刘月,谷倩,田水,等.钢纤维增强混凝土疲劳性能圆板试验研究[J].硅酸盐通报,2019,38(5):1356-1361+1368.
LIU Y, GU Q, TIAN S, et al. Research of round panel for steel fiber reinforced concrete on fatigue performance[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(5): 1356-1361+1368 (in Chinese).
[24] 金浏,余文轩,杜修力,等.基于细观模拟的混凝土动态压缩强度尺寸效应研究[J].工程力学,2019,36(11):50-61.
JIN L, YU W X, DU X L, et al. Reserch on size effect of dynamic compressive strength of concrete based on meso-scale simulation[J]. Engineering Mechanics, 2019, 36(11): 50-61 (in Chinese).
[25] 杜修力,金浏.细观均匀化方法预测非饱和混凝土宏观力学性质[J].水利学报,2013,44(11):1317-1325+1332.
DU X L, JIN L. Micro-scale homogenization for prediction of the macroscopic mechanical properties of unsaturated concrete[J]. Journal of Hydraulic Engineering, 2013, 44(11): 1317-1325+1332 (in Chinese).
[26] 沈观林,胡更开.复合材料力学[M].北京:清华大学出版社,2006:266-285.
SHEN G L, HU G K. Mechanics of composite materials[M]. Beijing: Tsinghua University Press, 2006: 266-285 (in Chinese).
[27] MORI T, TANAKA K. Average stress in matrix and average elastic energy of materials with misfitting inclusions[J]. Acta Metallurgica, 1973, 21(5): 571-574.
[28] 刘智林.基于均匀化理论的钢纤维混凝土等效弹性模量的计算[D].湘潭:湘潭大学,2012.
LIU Z L. Elastic modulus of steel fiber reinforced concrete based on the theory of asymptotic homogenization[D]. Xiangtan: Xiangtan University, 2012 (in Chinese).
[29] 高丹盈.钢纤维混凝土拉伸应力应变关系的试验研究[J].水力发电,1991,17(11):54-58+66.
GAO D Y. Experimental study on tensile stress-strain relationship of SFRC[J]. Water Power, 1991, 17(11): 54-58+66 (in Chinese).
[30] 高丹盈.钢纤维混凝土轴压应力-应变全曲线的研究[J].水利学报,1991,22(10):43-48.
GAO D Y. Stress-strain curves of steel fibre concrete under axial compression[J]. Journal of Hydraulic Engineering, 1991, 22(10): 43-48 (in Chinese).
[31] 薛兴伟,吴加伟,周俊龙.SFRC三维细观尺度的数值与试验对比分析[J/OL].沈阳工业大学学报:1-8[2020-11-29].http://kns.cnki.net/kcms/detail/21.1189.T.20191118.1354.006.html
XUE X W, WU J W, ZHOU J L. Comparative analysis of numerical and experimental results on 3D mesoscale of SFRC[J/OL]. Journal of Shenyang University of Technology: 1-8[2020-11-29]. http://kns.cnki.net/kcms/detail/21.1189.T.20191118.1354.006.html (in Chinese).
[32] 王晓勇,王磊,赵燕茹.纤维对混凝土疲劳性能的影响研究现状[J].四川水泥,2018(1):316.
WANG X Y, WANG L, ZHAO Y R. Research status of influence of fibre on fatigue performance of concrete[J]. Sichuan Cement, 2018(1): 316 (in Chinese).
[33] 姚卫星.结构疲劳寿命分析[M].北京:国防工业出版社,2004.
YAO W X. Structural fatigue life analysis[M]. Beijing: National Defence Industry Press, 2004 (in Chinese).