MA Aizhen, CUI Hongzhi, CUI Deyun, et al. Al6Si2O13 whiskers and TiC particles co-strengthing porous Al2TiO5 matrix composites[J]. Acta Materiae Compositae Sinica, 2016, 33(7): 1515-1523. DOI: 10.13801/j.cnki.fhclxb.20151022.003
Citation: MA Aizhen, CUI Hongzhi, CUI Deyun, et al. Al6Si2O13 whiskers and TiC particles co-strengthing porous Al2TiO5 matrix composites[J]. Acta Materiae Compositae Sinica, 2016, 33(7): 1515-1523. DOI: 10.13801/j.cnki.fhclxb.20151022.003

Al6Si2O13 whiskers and TiC particles co-strengthing porous Al2TiO5 matrix composites

More Information
  • Received Date: July 06, 2015
  • Revised Date: September 25, 2015
  • Accepted Date: September 25, 2015
  • Porous (Al6Si2O13+TiC)/Al2TiO5 composites were fabricated by pressless reaction sintering method with γ-AlOOH, TiO2 as raw materials and adding different mass fractions of SiC whiskers (SiCw). The effect of SiCw mass fraction on the porosity and compressive strength of (Al6Si2O13+TiC)/Al2TiO5 composites was analyzed, and the strengthening mechanism of SiCw was discussed. The results show that, the product without SiCw is composed of Al2TiO5, a small amount of Al2O3, and a few of unreacted TiO2. After adding SiCw, Al6Si2O13 and TiC phases are formed. Moreover, TiC and Al6Si2O13 exist in Al2TiO5 matrix mainly with regularly particles and whiskers morphology respectively. TiC particles and Al6Si2O13 whiskers synergeticly reinforce composites by refining the microstructure, crack deflecting and whiskers bridging effects. Both porosity and compressive strength improve with the addition of SiCw. With the increasing of SiCw mass fraction, the porosity of (Al6Si2O13+TiC)/Al2TiO5 composites decreases, but the increasing rate of compressive strength slows down gradually. When SiCw mass fraction is 7.2%, the compressive strength is highest, which can reach 301.81 MPa.
  • Related Articles

    [1]SUN Jie, SHEN Zihao, LIAO Haifeng. Investigation on compressive strength of fiber reinforced concrete subjected to the coupling effects of freeze-thaw cycling and loading utilizing fractal theory[J]. Acta Materiae Compositae Sinica, 2024, 41(11): 6101-6110. DOI: 10.13801/j.cnki.fhclxb.20240417.003
    [2]WANG Xiaojuan, LI Runlin, ZHOU Hongyuan, MU Chongyuan, QIAO Qiyun. Experimental investigation on discreteness of quasi-static and dynamic compressive strength of recycled aggregate concrete[J]. Acta Materiae Compositae Sinica, 2024, 41(6): 3092-3102. DOI: 10.13801/j.cnki.fhclxb.20231113.001
    [3]ZHANG Liqing, PAN Yannian, HU Wenbing, XU Kaicheng, FU Shucheng, CHEN Mengcheng, HAN Baoguo. Effect law and mechanism of ceramic tile powder on compressive strength of ultra high performance concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(3): 1611-1623. DOI: 10.13801/j.cnki.fhclxb.20220630.002
    [4]YANG Jian, CHEN Baochun, WU Xiangguo, SU Jiazhan, HUANG Qingwei. Influence of the fresh ultra-high performance fiber reinforced concrete flowability on its compressive strength[J]. Acta Materiae Compositae Sinica, 2021, 38(11): 3827-3837. DOI: 10.13801/j.cnki.fhclxb.20210115.005
    [5]ZHANG Yang, CAO Yugui, HU Zhili. Unified strength model based on Griffith failure criterion for FRP-confined undamaged and damaged concrete[J]. Acta Materiae Compositae Sinica, 2020, 37(9): 2358-2366. DOI: 10.13801/j.cnki.fhclxb.20191223.002
    [6]DENG Mingke, CHENG Yuan, WENG Shiqiang, ZHANG Yangxi. Compressive properties and micro-structure of high ductility concrete exposed to elevated temperature[J]. Acta Materiae Compositae Sinica, 2020, 37(4): 985-996. DOI: 10.13801/j.cnki.fhclxb.20190731.001
    [7]DENG Zongcai, GAO Weinan, SHEN Feng. Experimental and theoretical study on compressive strength of FRP rebars under different stress levels in alkali and salt solution[J]. Acta Materiae Compositae Sinica, 2017, 34(10): 2220-2231. DOI: 10.13801/j.cnki.fhclxb.20170106.001
    [8]GAO Xiang, HUANG Wei, WEI Ya, ZHONG Yanhui. Experiment and modeling for compressive strength of polyurethane grout materials[J]. Acta Materiae Compositae Sinica, 2017, 34(2): 438-445. DOI: 10.13801/j.cnki.fhclxb.20160413.002
    [9]YANG Juan, PENG Gaifei. Effect of fiber on residual strength and explosive spalling behavior of ultra-high-performance concrete exposed to high temperature[J]. Acta Materiae Compositae Sinica, 2016, 33(12): 2931-2940. DOI: 10.13801/j.cnki.fhclxb.20160321.002
    [10]WANG Shou-ren, GENG Hao-ran, WANG Ying-zi, HUI Lin-hai. Model of compressive strength of 3DNSRMMCs[J]. Acta Materiae Compositae Sinica, 2006, 23(5): 7-11.

Catalog

    Article Metrics

    Article views (1027) PDF downloads (293) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return