纤维掺量,fiber content
1)fiber content纤维掺量
1.The variation between fiber content and compressive strength,splitting strength were analyzed.为了研究纤维掺量对沥青混凝土强度的影响,选用5种纤维掺量沥青混凝土的马歇尔试件和圆柱体试件,在MTS810材料试验机上进行劈裂试验和单轴压缩试验,分析了劈裂试验结果和抗压强度随纤维掺量变化的规律。
2.When the base strength grade is in the range of C30~C50,and thread steel fiber content is 0~1.5%掺量范围内,对抗压强度的增强作用明显;当基体强度等级达到C60,纤维掺量在0。
3.The viscoelastic performance was simulated by using four-unit five-parameter model,its parameters were obtained from the data of the test,and a four-unit five-parameter viscoelastic constitutive model with fiber content was set up.根据粘弹性力学理论,采用"四单元五参数"模型(修正的Bugers模型)模拟纤维沥青混凝土的粘弹性能,其参数值由试验数据的数值拟合获得,提出了计入纤维掺量的"四单元五参数"粘弹性本构模型。
英文短句/例句

1.Experiment and Research on Optimal Fiber Content of Asphalt Mixture纤维沥青混合料最佳纤维掺量试验研究
2.The Optimal Fiber Content & Dynamic Stability Calculation Model of Fiber Reinforced Asphalt Mixture纤维沥青混合料最佳纤维掺量与动稳定度计算模型
3.A Study on the Best Fiber Content of Dolanit As Fiber Asphalt Concrete德兰尼特AS纤维沥青混凝土的最佳纤维掺量试验研究
4.THE RESEARCH ON MECHANICS AND BLEMISH DEGREE OF DIFERENT FIBER CONTENT LIGHTWEIGHT AGGREGATE CONCRETE AFTER FREEZE-THAW CYCLE不同纤维掺量轻骨料混凝土冻融循环后力学性能及损伤量的研究
5.Study on Mechanical Performance and Damage of Reactive Powder Concrete in Different Steel Fiber Volume Fractions under Uni-axial Compression;不同钢纤维掺量活性粉末混凝土单轴受压力学特性及损伤分析
6.Study on Tension Mechanical Performance of Reactive Powder Concrete in Different Steel Fiber Volume Fractions;不同钢纤维掺量活性粉末混凝土的抗拉力学特性研究
7.Influence of steel fiber volume fraction and strain rate on spalling behavior of ultra-high performance cementitious composites钢纤维掺量和应变率对超高性能水泥基复合材料层裂的影响
8.The regression on tensile strength with portland cement mixed with fiber was derived using orthogonal experiment.通过正交试验,建立了关于纤维水泥土抗拉强度与纤维掺量、度间的数学关系。
9.HOW TO DETERMINE THE QUANLITY OF THE ADDITION OF STEEL FIBER IN CF40 CONCRETECF40混凝土中钢纤维合理掺量的确定
10.Electrical properties of superhigh steel fiber content cement based composite水泥基超高掺量钢纤维含量复合材料电性能
11.Study on Effect of Different Steel Fiber Content on the Compressive Strength of Steel Fiber Reinforced Concrete不同掺量钢纤维对钢纤维增强混凝土抗压强度的研究
12.The Application of Three-dimension Macroporous TiO_2 in Biosensor静电纺丝技术制备ZnS量子点掺杂TiO_2纤维
13.Development and Application of Pumping Concrete with High Fluidity and Steel Fiber Volume高流态泵送大掺量钢纤维混凝土的研制及应用
14.Study on the Strengthening and K_(IC) of Concrete with Large Percentage Fly Ash and Shaped PP Fiber异型塑钢纤维大掺量粉煤灰混凝土强度和断裂韧度研究
15.Experimental Research on the Mechanics Properties of High Content Carbon Fiber Reinforce RPC高掺量碳纤维增强活性粉末混凝土力学性能实验
16.Test study on steel fiber and basalt fiber compounding concrete双掺钢纤维和玄武岩纤维混凝土试验研究
17.rag paper loaded with wood fiber;掺有木质纤维的棉麻浆制高级纸;
18.Preparation of a Mixed Silicon Carbide Fiber for Microwave Absorbent掺混型碳化硅纤维微波吸收剂的制备
相关短句/例句

fibers content纤维掺量
1.It was found that the error is sensitive to temperature and fibers content.Weng在Eshelby-Mori-Tanaka理论基础上提出的纤维增强复合材料的等效模量公式,计算了具有不同纤维掺量的纤维沥青混凝土在不同温度状态下的等效劲度模量,对计算结果与劈裂试验结果进行了比较和误差分析。
3)steel fiber volume fraction钢纤维掺量
1.Influence of steel fiber volume fraction and strain rate on spalling behavior of ultra-high performance cementitious composites钢纤维掺量和应变率对超高性能水泥基复合材料层裂的影响
4)optimum fiber content最佳纤维掺加量
1.By deviation analysis methods and integrated balance methods,the main factors affecting the high temperature performamce and moisture performance of the polyester fiber-reinforced asphalt concrete are analyzed and then the optimum fiber content and the optimum asphalt content are determined.利用基于马歇尔试验方法的多因素正交试验,运用极差分析法和综合平衡法比较了各个指标对聚酯纤维加强沥青混凝土的高温稳定性和水稳定性的影响,从而确定聚酯纤维加强沥青混凝土的最佳纤维掺加量及最佳沥青用量。
5)optimum fiber contents最佳纤维掺量
1.068% are chosen for Marshal tests and the optimum oil-stone ratio for different contents are decided;At last,rutting test combing Marshal test are used to determine the optimum fiber contents for FORTA AR fiber-reinfor.068%),并针对每个掺量分别进行了马歇尔试验,确定了不同纤维掺量下的最佳油石比;最后,在最佳油石比下对四种纤维沥青混合料进行了车辙试验,结合马歇尔试验最终确定了最佳纤维掺量
6)long/short fibers mass ratio长短纤维掺量比
1.Results showed the influencing factors of permeability of silica fume concrete in order of decrease are as follows:long/short fibers mass ratio,fiber volume fraction,differential in length.研究表明,聚丙烯纤维影响硅灰混凝土抗氯离子渗透性能的因素依次为:长短纤维掺量比>纤维掺量>复合纤维长度。
延伸阅读

掺掺1.女手纤美貌。