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复合纳米材料对混凝土动态力学性能的影响
引用本文:朱靖塞,许金余,白二雷,罗鑫,高原.复合纳米材料对混凝土动态力学性能的影响[J].复合材料学报,2016,33(3):597-605.
作者姓名:朱靖塞  许金余  白二雷  罗鑫  高原
作者单位:1. 空军工程大学机场建筑工程系, 西安 710038; 2. 西北工业大学力学与土木建筑学院, 西安 710072
基金项目:国家自然科学基金(51208507;51378497),陕西省青年科技新星项目(KJXX-81)
摘    要:制备了掺量为0.2%(以水泥质量为基准)的纳米Fe2O3(NF)、复掺纳米Fe2O3和纳米CaCO32种纳米材料(NFC)以及复掺纳米Fe2O3、纳米CaCO3和纳米SiO23种纳米材料(NFCS)的混凝土,之后采用直径100mm分离式霍普金森压杆(SHPB)试验装置测试了养护龄期为28d的3种混凝土在不同平均应变率等级下的动力特性并与普通混凝土(PC)进行对比研究。结果表明:准静态载荷下,复合纳米材料的掺入可有效调高混凝土的抗压强度;冲击载荷作用下,中低水平平均应变率时,NFC动态抗压强度最高,80s-1时NFC比PC高31.6%,高水平平均应变率下NF动态抗压强度具有优势,在125s-1时,NF比PC高16%;NF在冲击载荷作用下峰值应变具有显著优势,具有良好的变形性能;以比能量吸收作为韧性评价指标,在平均应变率为75s-1和125s-1时,NF比PC增幅达到66.6%和75.7%。通过SEM照片分析,纳米Fe2O3颗粒增大了水泥石密实度,进而改善了NF的强度和韧性;由压汞试验分析,纳米CaCO3颗粒在混凝土中,改善了水泥石孔隙结构。

关 键 词:纳米增强混凝土  复合纳米材料  纳米Fe2O3  纳米CaCO3  动态抗压强度  比能吸收  微观物象  
收稿时间:2015-05-05

Effects of composite nanomaterials on dynamic mechanical properties of concretes
ZHU Jingsai,XU Jinyu,BAI Erlei,LUO Xin,GAO Yuan.Effects of composite nanomaterials on dynamic mechanical properties of concretes[J].Acta Materiae Compositae Sinica,2016,33(3):597-605.
Authors:ZHU Jingsai  XU Jinyu  BAI Erlei  LUO Xin  GAO Yuan
Affiliation:1. Department of Airfield and Building Engineering, Air Force Engineering University, Xi'an 710038, China; 2. College of Mechanics and Civil Architecture, Northwest Polytechnic University, Xi'an 710072, China
Abstract:Concrete with nano-Fe2O3 (NF), double kinds of nanomaterials (nano-Fe2O3 and nano-CaCO3, NFC), and three kinds of nanomaterials (nano-Fe2O3, nano-CaCO3, nano-SiO2, NFCS) all containing the addition of 2.0% (based on cement quality)were prepared, then the dynamic properties of three kinds of concrete were compared with the plain concrete (PC) under varied average strain rate levels by the 100 mm-diameter split Hopkinson pressure bar (SHPB) test device after a 28 d maintenance period. The results show that the addition of composite nanomaterials can effectively improve the compressive strength of concrete under quasi static load. Under impact load, NFC has the highest dynamic compressive strength at middle and low average strain rate, it is 31.6% higher than that of PC at 80 s-1. Dynamic compressive strength of NF has an advantage at high level of average strain rate with 16% higher than that of PC at the average strain rate of 125 s-1. Peak strain of NF has significant advantages under impact load, which verified good deformation performance; From the perspective of the evaluation index of specific energy absorption, NF increases by 66.6% and 75.7% than that of PC at the average strain rate of 75 s-1and 125 s-1. SEM photograph analysis shows that nano-Fe2O3 particles increases the compactness of cement stone, improves the strength and toughness of NF. Mercury injection test analysis show that nanoparticles CaCO3 improve the pore structure of cement stone in concrete.
Keywords:nanoparticles reinforced concrete  composite nanomaterials  nano-Fe2O3  nano-CaCO3  dynamic compressive strength  specific energy absorption  micro shape
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