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bond performance
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  粘结性能
     The results show that when m(VAC)∶m(BA)=1∶2,m(cross linker)(=1.25 g) and m(amylum)=15 g,bond performance of the adhesive is very good,antipeel strength is 140 N/cm.
     结果表明:m(醋酸乙烯酯)∶m(丙烯酸丁酯)=1∶2,m(交联剂)=1.25g,m(淀粉)=15g时,该胶粘剂具有优异的粘结性能,其抗剥离强度可达140N/cm.
短句来源
     (3) New-to-old concrete bonded with SBR modified cement slurry has good adhesive effectiveness and long-term bond performance,which nominal bond strength in the age of 14d ,28d ,120d ,180 respectively amount to 106.7%,91.0%,74.1% and 74.9% of the nominal strength of corresponding age of old whole concrete.
     (3)采用丁苯改性的水泥浆粘结的新老混凝土表现出很好的粘结效果和长期粘结性能,在龄期14d、28d、120d和180d的名义粘结强度分别达到整浇老混凝土相应龄期名义粘结强度的106.7%、91.0%、74.1%和74.9%。
短句来源
     This paper has research on the bond performance under the conditions of different curing systems, bond method aging and proportion, by means of "8" mould and giving preliminary discuss on the mechanism of different materials by use of SEM.
     采用“8”字型新老砂浆粘结抗拉粘结强度的试验方法,研究了多种界面粘结材料在不同养护制度、不同粘结方法、不同龄期、不同配比条件下的粘结性能,并利用扫描电镜对界面微观结构进行了分析,对各种材料粘结改性机理进行初步探讨。
短句来源
     Study of Interface Bond Performance of Steel Fibers Within Cement Mortar
     钢纤维与水泥砂浆界面粘结性能的试验研究
短句来源
     Experimental Research on the Bond Performance of CFRP-Concrete Interface
     CFRP-混凝土界面粘结性能试验研究
短句来源
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  黏结性能
     Experimental study on bond performance of reinforced concrete after being heated at high temperature
     高温后钢筋混凝土黏结性能试验研究
短句来源
     Bond performance in reinforced concrete under various high temperatures and different cooling methods was studied.
     对在不同受热温度、不同冷却方式下的钢筋混凝土黏结性能进行了研究.
短句来源
     The results show that the heating temperature and the ways of cooling and loading are of great influences on the bond performance of reinforced concrete.
     结果表明,受热温度、冷却方式和加载制度对高温后钢筋混凝土的黏结性能有很大影响.
短句来源
  粘接性能
     EXPERIMENTAL STUDY OF SHEARING BOND PERFORMANCE BETWEEN CFRP SHEET AND STEEL MEMBER
     碳纤维布-钢构件抗剪粘接性能试验研究
短句来源
     A single shear test about CFRP-steel member was performed to investigate the shearing bond performance between CFRP sheet and steel member.
     采用碳纤维布-钢构件搭接接头的单剪试验方法,深入研究了碳纤维布-钢构件的抗剪粘接性能
短句来源
  “bond performance”译为未确定词的双语例句
     3.Through studying the effect of alloy HZ812, Cu, Al, metal power was follows on the bond performance, when adding 8%-10% into the bond.
     3.通过研究基础玻璃料中分别添加HZ812合金、Cu、Al等金属粉末对结合剂性能的影响。
短句来源
     Corroded bars (especially with unsymmetrical corrosion pits) under fatigue loads not only make deterioration of its own behavior but also the bond performance between bars and concrete of reinforced concrete members.
     疲劳荷载作用下锈后钢筋(尤其是因非均匀锈蚀而产生的局部锈坑)会使钢筋本身的性能产生劣化,同时锈蚀还会对疲劳荷载作用下钢筋混凝土构件中钢筋与混凝土之间的粘结锚固性能产生影响。
短句来源
     (4) New-to-old concrete bonded with silica fume compound-modified cement slurry also has good bond performance which nominal bond strength in the age of 14d and 28d correspond with that of with SBR modified cement slurry ,but lower than the latter in the late period.
     (4)采用硅灰、膨胀剂和减水剂复合改性的水泥浆粘结的新老混凝土也具有较好的粘结效果,其14d、28d的名义粘结强度与丁苯改性水泥浆基本相当,但长期强度不如后者。
短句来源
     Experimental Study of Effect of Fly Ash on Bond Performance of Sand in Cement
     粉煤灰对水泥胶砂性能影响的试验研究
短句来源
     Based on this purpose, the bond performance between steel plate and CFRP has been studied in this paper, which can provide a theoretical basis for strengthening steel structure with CFRP and strengthening concrete structure with combination of bonded steel plates and CFRP.
     为此本文对CFRP与钢板的粘结机理进行了研究,为CFRP与钢板复合加固混凝土结构和CFRP加固钢结构提供了理论基础,主要的研究内容包括以下几个方面:
短句来源
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  bond performance
Overall, it can be concluded that bond performance of IPC mixes are comparable to OPC based concrete and therefore IPC and steel can be used as a composite material to resist tension in addition to compression.
      
Structural applications of reinforced IPC depend on the bond performance of the material to the reinforcement.
      
Bond performance of reinforcing bars in inorganic polymer concrete (IPC)
      
Meanwhile, the increasing law of the remnant slip and the effect of the loading order on the deterioration of the bond performance were studied.
      
In particular, the effects of steel fibers and hybrid fibers (including steel fibers and carbon fibers) on?the bond performance were analyzed.
      
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In this paper,the bond performance between bars and concrete after exposed to different high temperatures were tested and investigated.Based on the measured bond stress and bond-slip curve after exposed to different high temperature,the influnence of concrete strength,relative protective thickness,bond length, temperature etc.to bond behavior is analysised and discussed.

根据实测的历经不同温度后钢筋与混凝土的粘结应力和滑移曲线,分析和讨论了混凝土强度、相对保护层厚度、锚固长度、温度等对混凝土与钢筋粘结性能的影响。

During the fire,a non even temperature field is formed in inner of the unit because of the heat transtering.In this paper,the analysis and study are given to high temperature performance of concrete,bars or prestressed bars,then the formulas of strength and elastic modulus are constructed under different temperature. Besides,the bond performance between bars and concrete is studied and a calculation method is suggested.All formulas...

During the fire,a non even temperature field is formed in inner of the unit because of the heat transtering.In this paper,the analysis and study are given to high temperature performance of concrete,bars or prestressed bars,then the formulas of strength and elastic modulus are constructed under different temperature. Besides,the bond performance between bars and concrete is studied and a calculation method is suggested.All formulas can be used in the fire prevention design and in the evaluation of load resistance after fire.

在火灾过程中,由于混凝土的热传导作用,使构件内部形成不均匀的温度场。文中对混凝土、钢筋及预应力钢筋的高温性能进行了分析研究,提出了不同温度下各种材料强度及弹性模量的计算公式;并对钢筋与混凝土的粘结进行了分析,提出了相应的计算方法。文中公式可用于防火设计和灾后承载力估算。

The bond performance between the angle steel and concrete after pull out bond tests carried out on 19 samples is discussed. The pattern of bond stress distribution between the angle steel and concrete under the axial tensile loading is analyzed, and the effect of angle steel pull out bearing capacity with supplementary anchorage is described. The calculation procedures for the minimum length of angle steel anchorage are proposed.

通过19 个角钢埋入混凝土试件的抗拔破坏试验,分析了角钢与混凝土之间的粘结性能,研究了在轴拉荷载作用下角钢与混凝土之间的粘结应力分布情况,得出辅助锚固对角钢的抗拔承载力的影响,给出角钢最小锚固长度的计算方法

 
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