Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 53 Issue 3
Mar.  2023
Turn off MathJax
Article Contents
WANG Xiuli, WU Zheng, CHEN Zhihua, PAN Xubin. Experimental Study on Physical and Mechanical Properties and Frost Resistance of EPS Cement-Based Composites with Corn Husk Fiber[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 208-215. doi: 10.13204/j.gyjzG22052414
Citation: WANG Xiuli, WU Zheng, CHEN Zhihua, PAN Xubin. Experimental Study on Physical and Mechanical Properties and Frost Resistance of EPS Cement-Based Composites with Corn Husk Fiber[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 208-215. doi: 10.13204/j.gyjzG22052414

Experimental Study on Physical and Mechanical Properties and Frost Resistance of EPS Cement-Based Composites with Corn Husk Fiber

doi: 10.13204/j.gyjzG22052414
  • Received Date: 2022-05-24
  • The corn husk fibers with different mass fraction and expanded polystyrene (EPS) particles were mixed and added to the cement matrix to study their effects on the density, water absorption, compressive strength, flexural strength, splitting tensile strength and frost resistance of the composites. The results showed that the higher the content of corn skin plant fiber, the lower the density and the higher the water absorption of EPS cement-based composites; the compressive strength decreases with the increase of fiber content and EPS content, and the maximum compressive strength is 2.2 MPa and the minimum is 0.8 MPa; the flexural strength increases first and then decreases with the increase of fiber content, and when the fiber content is 3%, EPS content is 1.3%, the maximum flexural strength is 1.2 MPa; the splitting tensile strength increases with the increase of fiber content and decreases with the increase of EPS content, and when the fiber content is 3%, EPS content is 1.1%, and the highest splitting tensile strength is 1.1 MPa. What’s more, the addition of corn bran fiber can effectively reduce the mass loss and strength loss of the composite and improve its frost resistance.
  • loading
  • [1]
    张文华,吕毓静,刘鹏宇.EPS混凝土研究进展综述[J].材料导报, 2019,33(13):2214-2228.
    [2]
    陈继浩,崔琪,潘华.秸秆复合墙板应用性能试验研究[J].新型建筑材料,2021,48(4):92-94.
    [3]
    MOMOH E O, OSOFERO A I. Behaviour of oil palm broom fibres (OPBF) reinforced concrete[J]. Construction and Building Materials, 2019, 221: 745-761.
    [4]
    AFROZ M, VENKATESAN S, PATNAIKUNI I. Effects of hybrid fibers on the development of high volume fly ash cement composite[J]. Construction and Building Materials, 2019, 215: 984-997.
    [5]
    李碧雄,汪知文,苏柳月,等.减小EPS混凝土收缩的配合工艺试验研究[J].材料导报,2021,35(16):16021-16027.
    [6]
    蔡丽朋.用再生聚苯颗粒生产新型墙体材料的研究[J].新型建筑材料,2014,41(3):78-80.
    [7]
    邓志恒,梁倚,黄华秋.再生混凝土掺聚苯颗粒空心砌块性能试验研究[J].混凝土,2016(10):135-138.
    [8]
    MERTA I, TSCHEGG E K. Fracture energy of natural fibre reinforced concrete[J]. Construction and Building Materials, 2013, 40: 991-997.
    [9]
    COOK D J. Expanded polystyrene beads as lightweight aggregate for concrete[J].Precast Concrete,1973,4(4): 691-693.
    [10]
    BABAVALIAN A, RANJBARAN A H, SHAHBEYK S. Uniaxial and triaxial failure strength of fiber reinforced EPS concrete[J]. Construction and Building Materials, 2020, 247[2022-05-24].https://doi.org/10.1016/j.conbuildmat.2020.118617.
    [11]
    陈兵,涂思炎,翁友法.EPS轻质混凝土性能研究[J].建筑材料学报,2007(1):26-31.
    [12]
    刘嫄春,张令心,侯为军,等.掺入聚丙烯纤维的EPS混凝土试验研究[J].混凝土与水泥制品,2012(11):43-45.
    [13]
    刘嫄春,张令心,战佳朋,等.EPS轻质混凝土强度模型[J].混凝土,2013(2):36-37,45.
    [14]
    ANDIÇ-ÇAKIR Ö, SARIKANAT M, TVFEKÇI H B, et al. Physical and mechanical properties of randomly oriented coir fiber-cementitious composites[J]. Composites Part B: Engineering, 2014, 61: 49-54.
    [15]
    ASTUTININGSIH S, SURA W, ZAKIYUDDIN A. Comparison of the compressive strength and the microstructure of metakaolin metastar and metakaolin bangka as additive in ordinary portland cement[C]//E3S Web of Conferences. 2018.
    [16]
    蒋林华,刘振清,叶义群.大掺量Ⅲ级粉煤灰混凝土耐久性研究[J].建筑材料学报,2004(3):328-331.
    [17]
    邢洁,于蕾.混凝土孔结构填充材料的选择及适用性分析[J].新型建筑材料,2020,47(6):51-55.
    [18]
    郭垂根,韩福芹,邵博,等.稻草增强水泥基复合材料的研究[J].混凝土与水泥制品,2008(1):38-40.
    [19]
    白诗淇.植物纤维混凝土性能研究[J].中国新技术新产品,2020(24):73-75.
    [20]
    李碧雄,廖桥,吴瑾炎.新型秸秆纤维混凝土实心砖的性能试验研究[J].工程科学与技术,2018,50(5):216-223.
    [21]
    LONG W, WANG Y. Effect of pine needle fibre reinforcement on the mechanical properties of concrete[J/OL]. Construction and Building Materials, 2021, 278[2022-05-24].https://doi.org/10.1016/j.conbuildmat.2021.122333.
    [22]
    蹇守卫,汪婷,马保国,等.改性水稻秸秆对水泥基材料性能影响研究[J].材料导报,2014,28(6):132-135.
    [23]
    MELKAMU A, KAHSAY M B, TESFAY A G. Mechanical and water-absorption properties of sisal fiber (Agave sisalana)-reinforced polyester composite[J]. Journal of Natural Fibers, 2019, 16(6): 877-885.
    [24]
    HWANG C L, TRAN V A, HONG J W, et al. Effects of short coconut fiber on the mechanical properties, plastic cracking behavior, and impact resistance of cementitious composites[J]. Construction and Building Materials, 2016, 127: 984-992.
    [25]
    梅利芳,徐光黎.纤维聚苯乙烯泡沫颗粒轻质土的制备及力学性能[J].复合材料学报,2016,33(10):2355-2362.
    [26]
    THANUSHAN K, YOGANANTH Y, SANGEETH P, et al. Strength and durability characteristics of coconut fibre reinforced earth cement blocks[J]. Journal of Natural Fibers, 2021, 18(6): 773-788.
    [27]
    MACHAKA M, BASHA H, ABOU CHAKRA H, et al. Alkali treatment of fan palm natural fibers for use in fiber reinforced concrete[J]. European Scientific Journal, 2014, 10(12):186-195.
    [28]
    ÇOMAK B, BIDECI A, BIDECI Ö S. Effects of hemp fibers on characteristics of cement based mortar[J]. Construction and Building Materials, 2018, 169: 794-799.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (33) PDF downloads(1) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return