高温后陶瓷纤维增强地聚物混凝土性能与声学损伤的关系Relationship between properties and ultrasonic damaged characteristics of ceramic fiber reinforced geopolymeric concrete after heating at elevated temperatures
任韦波,许金余,白二雷,苏灏扬
摘要(Abstract):
以矿渣和粉煤灰为原料,制备了陶瓷纤维增强地质聚合物混凝土(CFRGC)。通过抗压强度试验、超声波测试和裂缝宽度检测,引入小波变换理论,研究了不同温度、不同纤维掺量下CFRGC强度、波速、频谱特征的变化规律以及温度裂缝的开展演化情况。结果表明,高温后CFRGC内部结构受损,导致抗压强度降低,纵波波速和声阻抗减小,温度裂缝宽度增大;声波测试信号经小波分解后在各频段内的功率谱密度分布及能量随损伤的增大有较为明显的变化,某一频段内的信号能量对损伤比波速更敏感;纤维体积掺量为0.3%时,陶瓷纤维对地质聚合物混凝土的高温性能具有良好的改善效果。
关键词(KeyWords): 地质聚合物混凝土;陶瓷纤维;高温;超声波检测;小波变换
基金项目(Foundation): 国家自然科学基金资助项目(51078350);国家自然科学基金资助项目(51208507)
作者(Author): 任韦波,许金余,白二雷,苏灏扬
DOI: 10.13289/j.issn.1009-6264.2014.03.003
参考文献(References):
- [1]Li W M,Xu J Y.Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100-mm-diameter split Hopkinson pressure bar[J].Materials Science and Engineering A,2009(513-514):145-153.
- [2]Ahmari S,Ren X,Toufigh V,et al.Production of geopolymeric binder from blended waste concrete powder and fly ash[J].Construction and Building Materials,2012(35):718-729.
- [3]Dias D P,Thaumaturgo C.Fracture toughness of geopolymeric concretes reinforced with basalt fibers[J].Cement and Concrete Composites,2005,27(1):49-54.
- [4]Zhang Y S,Sun W,Li Z J,et al.Impact properties of geopolymer based extrudates incorporated with fly ash and PVA short fiber[J].Construction and Building Materials,2008,22(3):370-383.
- [5]许金余,李为民,杨进勇,等.纤维增强地质聚合物混凝土的动态力学性能[J].土木工程学报,2010,43(2):128-131.XU Jin-yu,LI Wei-min,YANG Jin-yong,et al.Dynamic properties of fiber reinforced geopolymeric concrete[J].China Civil Engineering Journal,2010,43(2):128-131.
- [6]Bernal S,Bejarano J,Garzón C,et al.Performance of refractory aluminosilicate particle/fiber-reinforced geopolymer composites[J].Composites:Part B,2012,43(4):1919-1928.
- [7]Bernal S,Gutierrez R D,Delvasto S,et al.Performance of an alkali-activated slag concrete reinforced with steel fibers[J].Construction and Building Materials,2010,24(2):208-214.
- [8]苏承东,郭文兵,李小双.粗砂岩高温作用后力学效应的试验研究[J].岩石力学与工程学报,2008,27(6):1167-1169.SU Cheng-dong,GUO Wen-bing,LI Xiao-shuang.Experimental research on mechanical properties of coarse sandstone after high temperatures[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1167-1169.
- [9]李萍,付千发,李喜孟,等.20钢高温时效组织弹性性能的超声无损评价[J].材料热处理学报,2010,31(5):102-106.LI Ping,FU Qian-fa,LI Xi-meng,et al.Evaluation of elastic properties of 20 steel aged at elevated temperature by ultrasonic method[J].Transactions of Materials and Heat Treatment,2010,31(5):102-106.
- [10]刘飞,王海飚,翁丽娅,等.基于小波理论对混凝土损伤特性的试验研究[J].岩石力学与工程学报,2005,24(14):2581-2587.LIU Fei,WANG Hai-biao,WENG Li-ya,et al.Experimental study on damage characteristics of concrete by using wavelet theory[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(14):2581-2587.
- [11]张钰娟,陈星明,张志贵.混凝土爆炸损伤的超声波速分析[J].混凝土,2011,4:27-32.ZHANG Yu-juan,CHEN Xing-ming,ZHANG Zhi-gui.Analysis of ultrasonic velocity to explosion damage of concrete[J].Concrete,2011(4):27-32.
- [12]陈敏.火灾后混凝土损伤超声诊断方法及应用研究[D].长沙:中南大学,2008.
- [13]金解放,李夕兵,殷志强,等.循环冲击下波阻抗定义岩石损伤变量的研究[J].岩土力学,2011,32(5):1385-1393.JIN Jie-fang,LI Xi-bing,YIN Zhi-qiang,et al.A method for defining rock damage variable by wave impedance under cyclic impact loadings[J].Rock and Soil Mechanics,2011,32(5):1385-1393.
- [14]范飞林,许金余,李志武,等.高温下混凝土动态力学特性试验[J].材料热处理学报,2012,33(3):22-26.FAN Fei-lin,XU Jin-yu,LI Zhi-wu,et al.Experiment for dynamic mechanical properties of concrete at high temperatures[J].Transactions of Materials and Heat Treatment,2012,33(3):22-26.
- [15]刘希灵,李夕兵,洪亮,等.基于离散小波变换的岩石SHPB测试信号去噪[J].爆炸与冲击,2009,29(1):67-71.LIU Xi-ling,LI Xi-bing,HONG Liang,et al.Rock SHPB testing signal denoising based on discrete wavelet transform[J].Explosion and Shock Waves,2009,29(1):67-71.
- [16]Kong D L Y,Sanjayan J G.Effect of elevated temperatures on geopolymer paste,mortar and concrete[J].Cement and Concrete Research,2010,40(2):334-339.
- [17]王小雅,曹云峰.新型纤维材料——陶瓷纤维[J].纤维素科学与技术,2012,20(1):79-83.WANG Xiao-ya,CAO Yun-feng.Ceramic fiber as a new material[J].Journal of Cellulose Science and Technology,2012,20(1):79-83.
文章评论(Comment):
|
||||||||||||||||||
|
||||||||||||||||||