interfacial debonding of composite 复合材料界面脱黏
interfacial debonding damage 界面脱粘损伤
interfacial debonding failure 界面剥离破坏
The intermediate FRP-concrete interfacial debonding failure may occur in midspan of strengthened reinforced concrete beams. Such failure decreases the flexural load-carrying capacity and induces abrupt collapse of the strenthened beam.
跨中FRP-混凝土界面剥离破坏是FRP加固混凝土梁常见的破坏模式之一,导致梁的承载力和延性显著降低,引起人们的高度关注。
参考来源 - FRP·2,447,543篇论文数据，部分数据来源于NoteExpress
The FRP-to-concrete interfacial debonding is a fundamental key problem for the strengthening of RC structures with externally bonded FRP.
粘贴FRP加固混凝土结构的界面剥离问题是FRP加固混凝土结构技术的关键基础问题。
The interfacial debonding strength between polypropylene filament and cement paste and its affecting factors were studied by use of pull out method.
采用纤维单丝自水泥基体中拔出方法研究了聚丙烯纤维单丝与水泥石之间的界面脱粘强度及其影响因素。
The tensile damage behavior involves:matrix microcracking, transverse bundle cracking, interfacial debonding, fiber fracture, ply delamination and bundle splitting.
拉伸破坏损伤表现为：基体开裂，横向纤维束开裂，界面层脱粘，纤维断裂，层间剥离和纤维束断裂。
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