INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
|
|
|
|
|
Fiber Distribution Characteristics Based on Search Cone Algorithm and Enhancement Mechanism of BFRC |
CHEN Xinming, SHI Yuliang, JIAO Huazhe, JIN Xiangfei, WU Yachuang, TAN Yi
|
School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, China |
|
|
Abstract The orientation and distribution of the fiber in the concrete matrix and the contact point of the fiber are the important factors affecting the mechanical properties of fiber reinforced concrete, and they are also the weak links in the current research. In this experiment, the enhancement mechanism of fiber content on (BFRC) triaxial mechanical properties of basalt fiber reinforced concrete is studied. CT technology and search cone algorithm are used to obtain and identify BF. The changes of BF distribution angle, efficiency index and contact point at 1.5 kg/m3, 3 kg/m3 and 4.5 kg/m3 are analyzed, and the enhancement mechanism of fiber morphology on BFRC mechanical properties is revealed. The results show that the fiber content remains unchanged, and the peak stress increases with the increase of confining pressure; the confining pressure remains unchanged at 2 MPa, and with the increase of fiber content, the peak stress of the material increases at first and then decreases, and the optimum content is 3 kg/m3, when the peak stress is 44.48 MPa, which is 99.64% higher than that of ordinary concrete. After fiber trac-king, it is found that the fibers are distributed randomly in the concrete matrix; under the azimuth of the Z axis of the Cartesian coordinate system, there are more fibers in the range of 80—90°, and the fibers tend to be placed horizontally, approximately perpendicular to the vertical cracks; under the azimuth, there are more fibers in the range of 30—50°, which is the most favorable for controlling oblique cracks. The fiber efficiency index (eiy) with different content is 0.57,0.65 and 0.55 respectively, which further indicates that the fiber tends to be parallel to the Y axis. With the increase of fiber content (1.5 kg/m3, 3 kg/m3, 4.5 kg/m3), the fiber contact rate is 0%, 25% and 49% respectively, and the fiber agglomeration phenomenon is more obvious. The triaxial strength of 26.63 MPa, 44.48 MPa, 42.43 MPa, fiber contact affects the triaxial mechanical properties of BFRC to a certain extent.
|
Published: 23 February 2021
|
|
Fund:This work was financially supported by the National Natural Science Foundation of China (U1904188,51834001, 51974105), Program for Science and Technology Innovation Talents in Universities of Henan Province (19HASTIT047), Science and Technology Project of Henan Province(182102310012,172102210286). |
Corresponding Authors:
jiaohuazhe@126.com
|
About author:: Xinming Chen, Ph.D., professor level senior engineer, master tutor, mainly engaged in high-performance shotcrete, loose ground freezing and other research directions. Huazhe Jiao, Ph.D., lecturer, is mainly engaged in the research of mine filling mining, tunnel excavation and support. |
|
|
1 Sun Q,Zhang X D,Yang Y. Journal of China Coal Society,2013,38(6),994(in Chinese). 孙琦,张向东,杨逾.煤炭学报,2013,38(6),994. 2 Zhou Y, Liu J, Huang S, et al.Construction and Building Materials, 2020, 230,116909. 3 Jiao H Z,Han Z Y,Chen X M.Journal of China Coal Society, 2019,44(10),2990(in Chinese). 焦华喆,韩振宇,陈新明.煤炭学报,2019,44(10),2990. 4 Liu J H,Li K,Song S M, et al. Materials Reports B:Research Papers,2017,31(2),105(in Chinese). 刘娟红,李康,宋少民,等.材料导报:研究篇,2017,31(2),105. 5 Jiang S Y,Tao S,Yao W L, et al.Materials Reports B:Research Papers,2017,31(12),161(in Chinese). 江世永,陶帅,姚未来,等.材料导报:研究篇,2017,31(12),161. 6 Liu J H,Zhou Y C,Ji H G.Journal of China Coal Society, 2018,43(12),3364(in Chinese). 刘娟红,周昱程,纪洪广.煤炭学报,2018,43(12),3364. 7 Cao S, Yilmaz E, Song W.Construction and Building Materials, 2019, 223, 44. 8 Jiao H Z,Han Z Y,Chen X M.Acta Materiae Compositae Sincia, 2019,36(8),1926(in Chinese). 焦华喆,韩振宇,陈新明.复合材料学报,2019,36(8),1926. 9 Pan H M,Ma Y C.Journal of Building Materials, 2017,20(6),956(in Chinese). 潘慧敏,马云朝.建筑材料学报,2017,20(6),956. 10 You Z G,Fu X Y,Zhou Y L, et al. Industrial Construction,2017,47(2),123(in Chinese). 尤志国,付秀艳,周云龙,等.工业建筑,2017,47(2),123. 11 Qing L B,Su Y M,Yu K L,et al. Journal of Materials Science and Engineering, 2019,37(3),480(in Chinese). 卿龙邦,苏怡萌,喻渴来,等.材料科学与工程学报,2019,37(3),480. 12 Zhang S, Liao L, Song S, et al.Composite Structures, 2018, 188,78. 13 Yang Z J, Qsymah A, Peng Y Z, et al.Cement and Concrete Composites, 2019,106,103473. 14 Vicente M A, Mínguez J, González D C.International Journal of Fatigue, 2019, 121,9. 15 Mínguez J, González D C, Vicente M A.Construction and Building Materials, 2018, 168, 906. 16 Wang W J,Jiang L,Chen Y.Concrete, 2017(6),136(in Chinese). 王文婧,姜鲁,陈阳.混凝土,2017(6),136. 17 Umbach C, Middendorf B.Materials Today: Proceedings, 2019, 15, 356. 18 Weber B, Greenan G, Prohaska S, et al. Journal of Structural Biology, 2012, 178(2), 129. 19 Mínguez J, González D C, Vicente M A.Construction and Building Materials, 2018, 168, 906. |
|
|
|