1) bond effect
黏结效能
1.
The relative bond 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 interfacial bonding 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 on bond 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 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
3.
Based on the pull-out test,180 specimens were tested to study the influence of various parameters on bond 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][bɔnd] [美][bɑnd]
黏结性能
1.
Test effects of the space of links and concrete cracking on bond 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,the equivalent 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
补充资料：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 discontinuity
11an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-
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条