纤维增强地质聚合物混凝土,fiber reinforced geopolymeric concretes(FRGCs)
1)fiber reinforced geopolymeric concretes(FRGCs)纤维增强地质聚合物混凝土
1.The results showed that early impact properties of fiber reinforced geopolymeric concretes(FRGCs) exhibited strong strain rate dependency.3%的玄武岩纤维增强地质聚合物混凝土(basalt fiber reinforced geopolymeric concrete,BFRGC)和碳纤维增强地质聚合物混凝土(carbon fiber reinforced geopolymeric concrete,CFRGC),再采用Φ100 mm霍普金森压杆(split Hopkin-son pressure bar,SHPB)试验装置测试了两种材料3d、7d的冲击力学性能,并对试验进行对比分析。
英文短句/例句
1.Early impact properties of fiber reinforced geopolymeric concretes纤维增强地质聚合物混凝土早期冲击力学性能的对比研究
2.DEFORMATION PROPERTY OF BASALT FIBER REINFORCED GEOPOLYMERIC CONCRETE UNDER IMPACT LOADING冲击荷载作用下玄武岩纤维增强地质聚合物混凝土的变形特性
3.High-strain-rate mechanical behavior of basalt fiber reinforced geopolymeric concrete玄武岩纤维增强地质聚合物混凝土的高应变率力学行为
4.Research on the basalt fiber reinforced geopolymeric concrete applied to the rapid repair of airfield pavement玄武岩纤维增强地质聚合物混凝土在机场道面快速修补中的应用研究
5.Construction Technology of Sfrpc Bridge Deck Pavement;钢纤维增强聚合物混凝土桥面铺装层修筑技术的研究
6.The Strengthen Principle of Steel Fiber Polymer Concrete and Its Application in the Foundation Piece of Machine Tool;钢纤维聚合物混凝土增强机理及其在机床基础件中的应用
7.Study on Fiber Reinforced Polymer Concrete and Its Interface and Damping Mechanisms纤维增强聚合物混凝土及其界面与阻尼机理研究
8.Impact of Coarse Polymer Fiber on Mechanical Properties of Concrete聚合物粗纤维在混凝土中的抗裂增韧效应研究
9.glass fiber reinforced concrete玻璃纤维增强混凝土
10.polymer modified glass fiber reinforced concrete聚合改性玻璃纤维加强混凝土
11.The institution of polymer fiber asphalt concrete low temperature crack聚合物纤维沥青混凝土低温性能研究
12.Research on Fatigue Performance of Modified Polypropylene Fiber Reinforced Concrete;改性聚丙烯纤维增强混凝土抗疲劳性能的研究
13.Research on Application of PP Macro Fiber in Concrete Reinforcement聚丙烯粗纤维增强混凝土应用研究进展
14.Study on the Cored Block of Micro Porous Light-Weight Concrete Reinforced with Fiber;纤维增强微孔轻质混凝土夹芯砌块的研究
15.Research on Performance in Fiber Textile Reinforced Concrete Sheet;纤维织物增强混凝土薄板受力性能研究
16.Research on Strength Properties of High-intension Polyester Fiber Concrete;高强聚脂纤维混凝土的强度特性研究
17.Mechanical Properties and Micro-Mechanism of Synthetic Macro-Fiber Reinforced Concrete;粗合成纤维混凝土力学特性及其细观增强机理
18.Theoretical Research on Concrete Plates Reinforced with CFRP Sheets;碳纤维增强复合材料加固混凝土板的理论研究
相关短句/例句
basalt fiber reinforced geopolymeric concrete玄武岩纤维增强地质聚合物混凝土
1.The impact behavior ofbasalt fiber reinforced geopolymeric concrete(BFGC) subjected to various high strain rates was investigated using 100mm split Hopkinson pressure bar(SHPB) apparatus,and was compared with plain geopolymeric concrete.采用100mm分离式霍普金森压杆(SHPB)试验装置,研究了玄武岩纤维增强地质聚合物混凝土在不同应变率下的冲击力学行为,并将其与基体地质聚合物混凝土进行对比分析。
2.The deformation property ofbasalt fiber reinforced geopolymeric concrete (BFRGC) with different matrix strength under impact loading was studied through using 100-mm-diameter split Hopkinson pressure bar (SHPB) apparatus.采用φ100mm分离式霍普金森压杆(split Hopkinson pressure bar,SHPB)试验装置,研究了不同基体强度的玄武岩纤维增强地质聚合物混凝土(basalt fiber reinforced geopolymeric concrete,BFRGC)在冲击荷载作用下的变形特性。
3)Fiber reinforced polymer concrete纤维增强聚合物混凝土
4)steel fiber reinforced and polymer modified concrete钢纤维增强聚合物改性混凝土
1.Impact tests of a new kind of pavement material for concrete bridge deck,steel fiber reinforced and polymer modified concrete(SFRPMC),were carried out by using a large cross-section SHPB system.利用大尺寸Hopkinson压杆对新型混凝土桥面铺装材料——钢纤维增强聚合物改性混凝土(steel fiber reinforced and polymer modified concrete,SFRPMC)进行了冲击实验,并且在相同基准配合比下,与普通混凝土、钢纤维混凝土的冲击性能进行了对比。
5)glass fiber reinforced polymer concrete玻璃纤维增强聚合物混凝土
1.Orthogonal tests were carried out to prepareglass fiber reinforced polymer concrete with different proportions.采用玻璃纤维来增强聚合物混凝土(PC),并通过一组正交试验测定了不同配比玻璃纤维增强聚合物混凝土(GFRPC)试样的抗压强度,分析了各试验因素对材料抗压强度的影响规律。
6)SFPC钢纤维增强聚合物树脂混凝土
1.The effect of steel fiber and coupling treatment on the mechanical properties of steel fiber polymer concrete(SFPC) was studied.研究了钢纤维及偶联处理对钢纤维增强聚合物树脂混凝土(SFPC)强度的影响。
延伸阅读
纤维增强纤维增强fibre reinforcementx IOnwel Zengq.ong纤维增强(fibre reinforeement)借助纤维来提高耐火材料强度的措施.将金属、非金属纤维或晶须分布于脆性材料的基质中，以提高材料的整体强度。常用的增强纤维有:高硅氧纤维、硅酸铝纤维、钢纤维以及e、si3N‘、sie和Al:03纤维或晶须等。通过一定的工艺方法，可以产生针状或柱状结构的结合相，如莫来石、氮化硅等。这种增强常称为类纤维增强。纤维增强的机制有载荷传递、基质与纤维间结合的解聚、裂纹偏转、纤维拔出等。纤维增强的一般设计要求为:纤维具有高的弹性模量和高的强度;纤维直径低于或接近基体颗粒尺寸;纤维和基体之间没有或甚少化学结合且无化学反应;纤维的膨胀系数与基体相当或稍大。(刘延伶)
