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1.东南大学 土木工程学院, 江苏 南京 210096
2.福建理工大学 土木工程学院, 福建 福州 350118
Received:21 March 2023,
Online First:20 February 2024,
Published:05 April 2024
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Sizheng SHEN, Jinping ZHUANG, Hao WANG, et al. High-temperature performance of a basalt/polyvinyl alcohol hybrid fiber cementitious composite[J]. Journal of Harbin Engineering University, 2024, 45(4): 633-641.
Sizheng SHEN, Jinping ZHUANG, Hao WANG, et al. High-temperature performance of a basalt/polyvinyl alcohol hybrid fiber cementitious composite[J]. Journal of Harbin Engineering University, 2024, 45(4): 633-641. DOI: 10.11990/jheu.202303035.
为改善工程水泥基复合材料在高温环境下的服役性能
本文制备了玄武岩-聚乙烯醇混杂纤维工程水泥基复合材料。利用圆柱体抗压和狗骨型抗拉试件探讨玄武岩纤维对高温后力学性能的影响
并使用扫描电子显微镜和纤维断裂空间方法进行机理分析。试验结果表明: 玄武岩纤维在高温后依旧填充在基体内部并传递微裂缝间的应力
其最佳的替换掺量为0.9 %
此时抗压强度、弹性模量和抗拉初裂强度在600 ℃后分别较基准组提高了80.08 %
101.83 %和114.38 %。同时机理分析表明: 玄武岩纤维在受拉时往往在脱粘阶段发生断裂
过早失去对桥连裂缝的贡献
使其无法改善聚乙烯醇纤维融化引起的受拉脆性。
To improve the serviceability of engineered cementitious composites under a high-temperature environment
a basalt and polyvinyl alcohol fiber reinforced hybrid fiber engineered cementitious composite was developed. Cylinder and dumbbell specimens were used to investigate the effect of basalt fiber on compressive and tensile performance at elevated temperatures. Scanning electron microscopy and fiber rupture space were used to conduct the mechanism analysis. The test results revealed that basalt fiber can fill in the matrix and transfer stress among microcracks at elevated temperatures. Its optimal volume fraction was 0.9 %
where the compressive strength
elastic modulus
and first-cracking strength were higher than those of the control group by 80.08 %
101.83 %
and 114.38 % at 600 ℃. Meanwhile
the mechanism analysis results demonstrated that basalt fiber tends to rupture at the debonding stage
thus losing its contributions to crack bridging and being unable to improve the tensile brittleness caused by the melting of the polyvinyl alcohol fiber.
徐世烺, 李贺东. 超高韧性水泥基复合材料研究进展及其工程应用[J]. 土木工程学报, 2008, 41(6): 45-60.
XU Shilang, LI Hedong. A review on the development of research and application of ultra high toughness cementitious composites[J]. China civil engineering journal, 2008, 41(6): 45-60.
LI V C. Engineered cementitious composites (ECC): bendable concrete for sustainable and resilient infrastructure[M]. Berlin, Heidelberg: Springer Berlin Heidelberg, 2019.
LEPECH M D, LI V C. Application of ECC for bridge deck link slabs[J]. Materials and structures, 2009, 42(9): 1185-1195.
ZHANG Jun, WANG Zhenbo, JU Xiancun. Application of ductile fiber reinforced cementitious composite in jointless concrete pavements[J]. Composites part B: engineering, 2013, 50: 224-231.
周铁钢, 田鹏, 邓明科, 等. 高延性纤维增强水泥基复合材料加固空斗墙承重房屋模型振动台试验研究[J]. 建筑结构学报, 2018, 39(12): 147-152.
ZHOU Tiegang, TIAN Peng, DENG Mingke, et al. Research on shaking table test of cavity-wall building strengthened with engineered cementitious composite[J]. Journal of building structures, 2018, 39(12): 147-152.
郭丽萍, 陈波, 孙伟, 等. 修补用高延性水泥基复合材料性能研究[J]. 建筑结构学报, 2018, 39(7): 169-174.
GUO Liping, CHEN Bo, SUN Wei, et al. Properties of high ductility cementitious composites for repair[J]. Journal of building structures, 2018, 39(7): 169-174.
阚黎黎, 龚雅文, 王靖荣. 硫酸盐-干湿循环下高延性纤维增强水泥基材料的自愈合[J]. 建筑材料学报, 2019, 22(2): 192-198.
KAN Lili, GONG Yawen, WANG Jingrong. Self-healing of ECC materials under sulfate-wet-dry cycles[J]. Journal of building materials, 2019, 22(2): 192-198.
白亮, 张雨航, 梁兴文, 等. 压型钢板-高延性水泥基材料组合楼板纵向剪切性能及承载力研究[J]. 工程力学, 2023, 40(6): 172-181.
BAI Liang, ZHANG Yuhang, LIANG Xingwen, et al. Investigation on longitudinal shear behavior and bearing capacity of profiled steel sheeting and ECC composite slabs[J]. Engineering mechanics, 2023, 40(6): 172-181.
钱吮智. 利用高延性水泥基材料抑制钢/混凝土连接区域的断裂破坏[J]. 东南大学学报(英文版), 2012, 28(2): 190-194.
QIAN Shunzhi. Frature suppression at steel/concrete connection zones by ECC[J]. Journal of Southeast University(English edition), 2012, 28(2): 190-194.
王振波, 韩宇栋. 高延性水泥基材料高温力学性能研究进展[J]. 三峡大学学报(自然科学版), 2019, 41(5): 65-69.
WANG Zhenbo, HAN Yudong. Research advance in mechanical performance of engineered cementitious composites subjected to elevated temperatures[J]. Journal of China Three Gorges University (natural sciences), 2019, 41(5): 65-69.
张文雅, 周健, 李辉, 等. 轻质玄武岩纤维高延性水泥基复合材料研制及导热性能研究[J]. 材料导报, 2023, 37(20): 273-278.
ZHANG Wenya, ZHOU Jian, LI Hui, et al. Study of lightweight basalt fiber reinforced strain-hardening cementitious composites and its thermal conductivity properties[J]. Material Reports, 2023, 37(20): 273-278.
SAHMARAN M, LACHEMI M, LI V C. Assessing mechanical properties and microstructure of fire-damaged engineered cementitious composites[J]. ACI materials journal, 2010, 107(3): 297-304.
YU Kequan, DAI Jianguo, LU Zhoudao, et al. Mechanical properties of engineered cementitious composites subjected to elevated temperatures[J]. Journal of materials in civil engineering, 2015, 27(10): 401-421.
BHAT P S, CHANG V, LI Mo. Effect of elevated temperature on strain-hardening engineered cementitious composites[J]. Construction and building materials, 2014, 69: 370-380.
黄俊杰, 苏骏, 嵇威. 高温作用对高延性水泥基复合材料力学性能的影响分析[J]. 湖北工业大学学报, 2024, 39(1): 92-96.
HUANG Junjie, SHU Jun, JI Wei. Analysis of high temperature effect on mechanical properties of high ductile cement composite[J]. Journal of Hubei University of Technology, 2024, 39(1): 92-96.
WANG Qiusheng, YI Yong, MA Guowei, et al. Hybrid effects of steel fibers, basalt fibers and calcium sulfate on mechanical performance of PVA-ECC containing high-volume fly ash[J]. Cement and concrete composites, 2019, 97: 357-368.
王仕富, 曾晓辉, 周尧, 等. PVA及玄武岩纤维对水泥基复合材料力学性能的影响[J]. 功能材料, 2020, 51(4): 4072-4076.
WANG Shifu, ZENG Xiaohui, ZHOU Yao, et al. Effect of PVA and basalt fiber on mechanical properties of cement-based composites[J]. Journal of functional materials, 2020, 51(4): 4072-4076.
周颖. PVA/玄武岩纤维水泥基复合材料性能试验研究[D]. 武汉: 湖北工业大学, 2021.
ZHOU Ying. Experimental study on properties of PVA/basalt fiber reinforced cementitious composite[D]. Wuhan: Hubei University of Technology, 2021.
LEPECH M D, LI V C. Large-scale processing of engineered cementitious composites[J]. ACI materials journal, 2008, 105(4): 358-366.
张丽辉, 郭丽萍, 孙伟, 等. 高延性水泥基复合材料的流变特性和纤维分散性[J]. 东南大学学报(自然科学版), 2014, 44(5): 1037-1040.
ZHANG Lihui, GUO Liping, SUN Wei, et al. Rheological property and fiber dispersion of high ductility cementitious composites[J]. Journal of Southeast University (natural science edition), 2014, 44(5): 1037-1040.
ZHOU Jian, QIAN Shunzhi, YE Guang, et al. Improved fiber distribution and mechanical properties of engineered cementitious composites by adjusting the mixing sequence[J]. Cement and concrete composites, 2012, 34(3): 342-348.
Japan Society of Civil Engineers. Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks[S]. Tokyo, Japan, 2008.
CHOI J I, LEE B Y. Bonding properties of basalt fiber and strength reduction according to fiber orientation[J]. Materials, 2015, 8(10): 6719-6727.
GUO Yihong, HU Xinyu, LYU Jianfu. Experimental study on the resistance of basalt fibre-reinforced concrete to chloride penetration[J]. Construction and building materials, 2019, 223: 142-155.
YU Jiangtao, LIN Jianhui, ZHANG Zhigang, et al. Mechanical performance of ECC with high-volume fly ash after sub-elevated temperatures[J]. Construction and building materials, 2015, 99: 82-89.
PENG Gaifei, HUANG Zhishan. Change in microstructure of hardened cement paste subjected to elevated temperatures[J]. Construction and building materials, 2008, 22(4): 593-599.
张丽辉, 郭丽萍, 孙伟, 等. 生态型高延性水泥基复合材料的高温损伤[J]. 硅酸盐学报, 2014, 42(8): 1018-1024.
ZHANG Lihui, GUO Liping, SUN Wei, et al. Damage of ecological high ductility cementitious composites after exposed to high temperature[J]. Journal of the Chinese ceramic society, 2014, 42(8): 1018-1024.
LIN Z, KANDA T, LI V. On interface property characterization and performance of fiber reinforced cementitious composites[J]. Concrete science and engineering, 1999, 1(3): 173-184.
MAALEJ M, LI V C, HASHIDA T. Effect of fiber rupture on tensile properties of short fiber composites[J]. Journal of engineering mechanics, 1995, 121(8): 903-913.
HUANG Ting, ZHANG Y X, SU Cheng, et al. Effect of slip-hardening interface behavior on fiber rupture and crack bridging in fiber-reinforced cementitious composites[J]. Journal of engineering mechanics, 2015, 141(10): 401-535.
YANG Enhua, WANG Shuxin, YANG Yingzi, et al. Fiber-bridging constitutive law of engineered cementitious composites[J]. Journal of advanced concrete technology, 2008, 6(1): 181-193.
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