黏结效能,bond effect
1)bond effect黏结效能
1.The relativebond effect remained at high temperature(≥600 ℃) for 60 min.以无机聚合物胶脂(geopolymer)取代环氧树脂作为RC梁结构补强黏结材料,则其在常温下的剪力补强效果虽不及环氧树脂,但已足够提供结构物一定程度的黏结补强功能,并在≥600℃下持温60 min后,仍然能维持相对黏结效能。
2)bonding property黏结性能
1.Contribution of pins to the interfacialbonding property of HPF-reinforced concrete specimens;销钉用于HPF加固混凝土构件的界面黏结性能
英文短句/例句
1.A Comparative Study of Bonding Characteristics between Self-etching and Total-etching Adhesives;自酸蚀黏结剂与全酸蚀黏结剂对牙本质黏结性能的比较研究
2.Adhesive Property of LLDPE/POE-g-MAH/SIS Ternary BlendsLLDPE/POE-g-MAH/SIS体系的黏结性能研究
3.Adhesive of Rubberized Concrete to Common Concrete橡胶混凝土与普通混凝土的黏结性能
4.Mechanic analysis on the failure of bond behavior between concrete and steel bar when suffered from frost injury钢筋与混凝土黏结性能冻融破坏的力学分析
5.Bond behavior of CFRP and steel under dry-wet cyclic conidtion and loading荷载和恶劣环境共同作用对CFRP-钢结构黏结性能的影响
6.Effects of Interfacial Treatment Modes on the Bonding Properties of Asphalt Modified Polyurethane界面处理方式对沥青改性聚氨酯黏结性能的影响
7.Effects of Nano-diamond on Mechanical and Adhesive Properties of Composite Resin;纳米金刚石填料对复合树脂机械强度和黏结性能的影响
8.Structure and Properties of Hemp Xyloid Stem Based on Viscose Filament Yarn大麻杆芯黏胶长丝的结构和性能研究
9.Preparation and adhesive characterization of colon adhesive pellets of sodium 4-amino salicylate4-氨基水杨酸钠结肠黏附微丸的制备及黏附性能考查
10.Viscoelasticity finite element analysis of interface bonding behaviors of asphalt pavement沥青路面层间粘结性能的黏弹性有限元分析
11.Structure and properties of isobutylene-isoprene rubber/organic clay nanocomposites丁基橡胶/有机黏土纳米复合材料的结构和性能
12.Impact of different binders in Zn anode on the performance of sealed Ni-Zn secondary batteries负极黏结剂对密封锌镍蓄电池性能影响
13.Ananlysis on Effect of Binding Agent on Agglomerability of LF Refining Slag黏结剂对LF精炼渣成块性能的影响分析
14.Performance-based seismic design of a structure with supplemental viscous dampers附加黏滞阻尼器结构基于性能的抗震设计
15.Mechanical behaviors of bond slip at interface of lightweight aggregate concrete for steel tubes钢管轻集料混凝土组合界面黏结滑移性能
16.Experimental study on bond behavior of steel reinforced lightweight concrete型钢轻骨料混凝土黏结滑移性能试验研究
17.Experiments on Bond Performance Between Reinforced Layer with Steel Wire Mesh and Polymer Mortar and RC Structures高强钢绞线网-聚合物砂浆加固层与RC结构黏结面性能试验
18.Effect of viscoelasticity and shape of butyl rubber seal rings on structural sealing performance丁基橡胶密封环形状和材料黏弹性对结构密封性能的影响
相关短句/例句
bonding property黏结性能
1.Contribution of pins to the interfacialbonding property of HPF-reinforced concrete specimens;销钉用于HPF加固混凝土构件的界面黏结性能
3)bond behavior黏结性能
1.Test study onbond behavior of corroded concrete and steel bars;受硫酸盐腐蚀混凝土与钢筋黏结性能的研究
2.Mechanic analysis on the failure ofbond behavior between concrete and steel bar when suffered from frost injury钢筋与混凝土黏结性能冻融破坏的力学分析
3.Based on the pull-out test,180 specimens were tested to study the influence of various parameters onbond behavior between GFRP/steel wire composite rebars and concrete.目的研究肋间距、筋直径、埋置长度、混凝土强度、混凝土保护层厚度和浇注深度等因素,对GFRP/钢绞线复合筋与混凝土黏结性能的影响。
4)bond[英][b?nd][美][bɑnd]黏结性能
1.Test effects of the space of links and concrete cracking onbond interface were studied based on test results.为了解新老混凝土组合梁在预应力作用下的界面黏结性能,采用测量界面间应变的试验方法和有限单元法研究了箍筋间距和混凝土的开裂对界面间黏结性能的影响。
5)equivalent cohesion等效黏结力
1.Firstly,theequivalent cohesion and internal friction angle corresponding to the parameters of Hoek-Brow.首先计算与Hoek-Brown参数对应的等效黏结力和内摩擦角;然后采用位移突变失稳判据,由Mohr-Coulomb强度折减法间接得到广义Hoek-Brown准则下边坡的安全系数。
6)interface stick performance界面黏结性能
延伸阅读
连续性与非连续性(见间断性与不间断性)连续性与非连续性(见间断性与不间断性)continuity and discontinuity11an父ux泊g四f“山。麻以角g、.连续性与非连续性(c。nt，n琳t:nuity一)_见间断性与不间断性。and diseo红ti-
