bond stress
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释义
黏着应力，握裹力；
双语例句
There is no evidence for long-range correlations of the stress field before large earthquakes.
没有证据说明大地震之前存在着应力场的长期相关性。
权威例句
Bond stress model for design of adhesive anchorsBond Stress of Embedded Steel Shapes in Concrete
Bond Stress versus Slip Relationship and Cracking Response of Tension Members
Study on the bond stress-slip relationship variation with the position
Bond stress model for fiber reinforced concrete based on bond stress-slip relationship
A nonlinear bond stress-slip relationship for FRP sheet-concrete interface
Relationship of Bond Stress, Steel Stress, and Slip in Reinforced Concrete
Bond strength, bond stress and spallation mechanisms of thermal barrier coatings
Realistic Models for Local Bond Stress-Slip of Reinforced Concrete under Repeated Loading
ANALYTICAL STUDIES ON REINFORCED CONCRETE MEMBERS UNDER CYCLIC LOADING BASED ON BOND STRESS-SLIP RELATIONSHIPS
1. In a note analysts at RBS Marketplace welcomed the news saying it would stop the collapse of the bond market in countries under stress and buy "a significant amount of time."
在评注里苏格兰皇家银行(RBS)分析师欢迎此消息，说它能阻止那些承受压力的国家债券市场的崩溃并且赢得了“相当数量的时间”。
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2. Key parameters measured are bond stress and slip between structural steel and concrete.
测量的关键参数是型钢与混凝土之间的粘结应力和滑移。
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3. The distribution model of bond stress over the splice length is developed.
建立了粘结应力沿锚固长度的分布模式。
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4. The whole bond slip curve and bond stress distribution along embedded length were measured by continuous automatic collection.
采用了连续自动的采集方式，测出了较完整的粘结滑移曲线以及粘结应力沿埋长的分布。
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5. With the increase of test loads, the updated mean bond stress increases, but the updated coefficient of variation decreases.
随着最大试验荷载的增加，更新的粘结强度均值逐渐增大，但更新的变异系数逐渐减小。
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6. Some practical formulas of nonlinear analysis are obtained for calculating the bond stress, the slip and the stress of steel bar.
得出了计算粘结应力、滑移及钢筋应力的非线性实用公式。
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7. Polymer stress relaxation process is mainly manifested in the polymer chain segment of the movement and rearrangement, as well as bond Angle changes.
聚合物的应力松弛过程主要表现为高分子链段的运动和重排以及键角的改变。
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8. In addition, bond stress-slippage curves of CFRP strands and design Suggestions for coefficient of relative bond properties of CFRP strands are presented based on the tests.
在试验研究的基础上，本文还给出了CFR P绞线筋的粘结应力-滑移曲线的理论方程，并提出了CFR P绞线筋的相对粘结特性系数的设计建议。
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9. What are the factors influencing the bond stress between rebar and concrete?
钢筋和混凝土之间粘结应力的大小与哪些因素有关？
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10. Impacted by creep and stress relaxation, the strain of bond coat layer increases irreversibly, and the TGO layer convolutes .
由于蠕变和应力松弛的影响，粘结层应变不可逆地增加，使TGO层的界面形貌出现起伏。
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11. The nonlocal body moment causes the stress asymmetric and itself is caused by the covalent bond formed by the reaction between atoms.
非局部体力矩引起应力的非对称性，而非局部体力矩则由原子晶格相互作用形成的共价键所产生的。
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12. In this paper, bond and anchorage stress conditions between concrete and high-strength smooth wire for pre-tensioned concrete members are discussed.
本文讨论和分析了在先张预应力混凝土构件中混凝土和光面高强钢丝之间的握裹和锚固应力的情况。
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13. Results indicate that the ultimate bond stress between bars and RPC decreases with the increase of bar diameter or with anchorage length when bar diameter is the same.
研究表明：活性粉末混凝土与钢筋的极限粘结应力随着钢筋直径的增加而下降，钢筋直径相同时随着锚固长度的增加而降低。
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14. The experimental results indicated that when 0.5%(volume fraction) steel fibers were added to HPC, the ultimate bond stress was improved and the corresponding slip was also increased.
试验结果表明高性能混凝土中添加0.5%（体积比）的钢纤维对极限粘结强度略有提高，峰值粘结应力对应的滑移有较大的增长；
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15. Making use of nonlinear curve fitting, distribution equation of bond stress of the fixed unit anchor length is achieved.
并对测试结果进行了拟合，得出了锚固段粘结应力分布的拟合方程。
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16. There is only a small influence of the bond frame width of glass solder on the thermal stress.
玻璃焊料线宽对热应力影响不大，厚度和键合温度越大热应力越大。
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17. Due to the stress, the thick ness of bond water changed, then does the coefficient of viscosity.
压力改变结合水膜厚度，引起粘滞系数改变。
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18. In unrestraint specimens, at the slip displacement was very small, the splitting failure of concrete was observed when the maximum bond stress was reached.
无约束试件在达到最大粘结应力之后劈裂破坏，此时的滑移很小。
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19. Time history curve and space curve of the dynamical strain and bond stress of insert rebar with different anchorage length and loading conditions were gained.
给出了爆炸荷载作用下锚筋动应变及动粘结应力的时程分布曲线和空间分布曲线，研究了锚长、加载速率和加载方式等各种因素的影响。
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20. To analyze the characteristics of TBCs such as residual stress, bond strength, fracture toughness, and crack propagation ratio, the Young's modulus and Poisson's ratio are important parameters.
为确定热障涂层的残余应力、结合力、断裂韧性、疲劳裂纹扩展速率等性能和特性，需要知道其杨氏模量和泊松比。
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21. The effect of bond length on bond performance is examined. The failure mode, the FRP strain and bond stress distributions, and the local bond -slip relationship are all discussed.
根据实测应变分布，得到沿粘结长度界面粘结应力分布，并通过计算分析，对局部粘结滑移关系进行了初步探讨。
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22. The studies based on the stress intensity factor of the front of crack, and the effect of bond and slip between steel and concrete were considered.
考虑了钢筋与混凝土的粘结滑移作用，以裂缝前端应力强度因子为判据，分析了裂缝的稳定性和钢筋的限裂作用。
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23. Under continued loading the sliding surface is smoothed due to wear and compaction, which will result in a further decrease of the bond stress, similar to the case of plain bars.
在连续载荷下，因为磨损和压紧，该滑动面是光滑的，将导致粘结应力的进一步下降，类似于无节钢筋的情况。
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24. Finally, the simplified formulas for the bond strength and the simplified model for bond stress versus relative slip relationship are suggested based on the analysis of the test results.
最后，提出粘结强度的简化计算公式和粘结应力-相对滑移关系的简化模型。
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25. The formula is put forward for calculating the ultimate bond stress and the anchorage length of hot-rolled deformed bars and reactive powder concrete.
提出普通热轧变形钢筋与活性粉末混凝土的极限粘结强度与锚固长度的计算公式。
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26. While the ECB has managed to stabilize European sovereign bond markets, there is a creeping sense of stress in the European banking sector.
虽然欧洲央行成功稳定了欧洲主权债务市场，但欧洲银行业甚感压力。
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27. This thesis focuses on bond failure modes, failure mechanics, factors influencing bond behavior, bond shear stress-slip relationship and bond failure load.
研究内容包括：粘结破坏模式、破坏机理、粘结性能影响因素、粘结剪应力—滑移关系及极限粘结承载力等。
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28. This paper focuses on bond failure modes, failure mechanics, factors influencing bond behavior, bond shear stress-slip relationship.
研究内容包括：粘结破坏模式、破坏机理、粘结性能影响因素、粘结剪应力—滑移关系等。
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29. The tensile shear properties, mass loss ratio and surface residual stress of the bond samples before and after the thermal cycling were measured. The tensile shear fracture morphologies were observed.
测试了热循环前后胶接试样的拉伸剪切性能、质损率和表面残余应力，观察了拉伸剪切断口形貌。
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30. The tensile shear properties, mass loss ratio and surface residual stress of the bond samples before and after the thermal cycling were measured. The tensile shear fracture morphologies were observed.
测试了热循环前后胶接试样的拉伸剪切性能、质损率和表面残余应力，观察了拉伸剪切断口形貌。
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bond stress
