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

WANG Xiuli; WU Zheng; CHEN Zhihua; PAN Xubin

doi:10.13204/j.gyjzG22052414

Volume 53 Issue 3

Mar. 2023

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(3): 208-215

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

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

Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009

Citation:

PDF( 8033 KB)

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

doi: 10.13204/j.gyjzG22052414

1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;
2. School of Civil Engineering, Tianjin University, Tianjin 300072, China

Received Date: 2022-05-24

Abstract

Abstract

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.
- corn husk fiber,
- EPS cement-based composites,
- mechanical property,
- frost resistance,
- microstructure

FullText(HTML)

References(28)

References

[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.

Relative Articles

[1]	ZHOU Wansen, ZHONG Jufang, ZHANG Yanhong, HU Xiao. Research on Time-Frequency Parameter Prediction Models of Ground Motion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 177-185. doi: 10.3724/j.gyjzG22110105
[2]	SUN Xiaoyun, HUANG Linjie, ZENG Bin, SHI Zheng, XIE Qin. Analysis of Seismic Performance of Self-Centering Concrete Frame Structures Characterized by Low Prestressing and Slope Friction[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 38-45. doi: 10.3724/j.gyjzG24091003
[3]	SUI Weining, MA Yong, YANG Haitao, WU Jinguo. Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 109-117. doi: 10.13204/j.gyjzG22011501
[4]	LIU Hang, LI Mu, YANG Xuezhong, HAN Mingjie, TIAN Yuji. Experimental Research on Seismic Performance of Self-centering Prefabricated RC Frame Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 65-73. doi: 10.13204/j.gyjzG21062601
[5]	HUANG Linjie, ZENG Bin, ZHOU Zhen, ZHANG Wenqing, SANG Chenxu, ZHANG Jingru. Influence of Joint Stiffness After Gap Opening on Seismic Performance of Self-Centering Prestressed Concrete Frames with Variable Friction Dampers[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 88-93. doi: 10.13204/j.gyjzG22072916
[6]	CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402
[7]	HUANG Ming, LIU Ye, DING Yi, LYU Qingfang. EXPERIMENTAL RESEARCH ON SELF-CENTERING CLB ROCKING WALL EQUIPPED WITH CFD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 40-46,61. doi: 10.13204/j.gyjzG21042509
[8]	HAN Tengfei, XU Gang, LI Liang, LI Xiaodong, XI Xiangdong. RESEARCH AND APPLICATION OF SHEAR RESISTANCE OF FRICTION CONNECTION WITH HIGH STRENGTH BOLTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 133-136. doi: 10.13204/j.gyjzG201909120001
[9]	HUANG, Linjie, ZHOU, Zhen. INVESTIGATION ON INFLUENCE OF INFILL WALLS ON HIGHER MODE EFFECT OF SELF-CENTERING PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 34-39. doi: 10.13204/j.gyjz202001007
[10]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[11]	MA, Junfeng, ZHOU, Zhen. HYSTERICAL BEHAVIOR OF AN UPPER-BOTTOM FRICTION DAMPER SELF-CENTERING PRESTRESSED CONCRETE BEAM-COLUMN CONNECTION WITH HIDDEN CORBEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 16-21,124. doi: 10.13204/j.gyjz202001004
[14]	Liu Pengfei, Zhao Qilin, Jiang Kebin, Gao Hesheng. THEORETIC RESEARCH ON FRICTION LOSS OF PRE-STRESS IN LARGE-SPAN CONCRETE BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 64-67. doi: 10.13204/j.gyjz201110016
[15]	Wu Yingjun, Chen Zhihua, LüQing. RESEARCH AND APPLICATION OF ROLL CABLE-STRUT JOINT IN SUSPEND-DOME[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 27-29,34. doi: 10.13204/j.gyjz201008007
[16]	Wu Zhuanqin, Zeng Zhaobo, Shang Renjie, Liu Jingliang. EXPERIMENTAL STUDY ON FRICTION COEFFICIENT OF RETARD-BONDED PRESTRESSING STRAND[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 20-23. doi: 10.13204/j.gyjz200811006
[17]	Cai Jiangyong. IMPROVING SUGGESTION ON CALCULATION METHOD OF FRICTION LOSS IN PRESTRESSED CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 94-95,75. doi: 10.13204/j.gyjz200404029