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1)  debonding failure layer
剥离破坏层
1.
Trough the application of finite element software ABAQUS, FRP reinforced concrete beams, FRP reinforcement FRP sheets and FRP reinforcement AL plates are respectively studied to identify the location and size of debonding failure layer by the analysis the change law of strain curve of fiber-optic, providing the theoretical basis of this method for practical engineering applications.
因此,如何准确检测出剥离破坏层的位置和大小具有重要的工程意义。
2)  debonding [di:'bɔndiŋ]
剥离破坏
1.
Calculation of shear capcaity is very little considered about debonding destruction.
加固梁抗剪承载力提高幅度的大小与其破坏形式密切相关,目前的加固梁抗剪承载力计算很少考虑剥离破坏对抗剪承载力的影响。
3)  debonding failure
剥离破坏
1.
Experimental study on debonding failure of steel beams strengthened with a CFRP plate;
CFRP板与钢梁粘结剥离破坏的试验研究
2.
Experimental investigation on flexural and flexural/shear crack induced debonding failure in FRP strengthened concrete beams;
FRP加固混凝土梁中弯曲和弯剪裂缝引起的FRP剥离破坏试验
3.
Study on Flexural Behavior and Debonding Failure of CFRP-strengthened RC Beams;
碳纤维片材加固钢筋混凝土梁抗弯性能与剥离破坏研究
4)  abscission layer destroy
离层破坏
5)  peeling failure mode
剥离破坏模式
6)  plate end debonding
板端剥离破坏
1.
Based on studies of the controlling parameters,the available test data and comparisons of these test data with existing debonding strength models,a simple,rationally-based predictive model for plate end debonding failure loads was presented.
对受拉表面粘贴纤维增强复合材料(Fibre reinforced polymer/plastic,FRP)或钢板的抗弯加固钢筋混凝土(Reinforced concrete,RC)梁的板端剥离破坏承载力进行了较为细致的研究。
补充资料:剥离
分子式:
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性质:橡胶涂层或橡胶层在外力作用下从基材(如金属或布)或另一橡胶层上分离的过程。和扯离不同的是:剥离是从界面的边缘开始的,而扯离是整个黏合面同时受力。根据剥离时拉力和黏合面之间所夹角不同,还可以分为180°剥离和90°剥离。

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