| 1. | Bonding interface - the area where the bonding of two wafers occurs
绑定面-两个晶圆触接的合结片区。 |
| 2. | Bonding interface - the area where the bonding of two wafers occurs
绑定面-两个晶圆片结合的接触区。 |
| 3. | Scattering of shear horizontal waves in layered composites with weakly bonded interfaces
含弱界面的复合材料层合板对水平剪切波的散射 |
| 4. | Microstructure characteristics of bonding interface of cast wcp ni based alloy composite coating by wide - band laser cladding
基合金复合涂层组织与摩擦磨损性能研究 |
| 5. | Moreover , we notice that failure of the bonding interface between frp and concrete is one of the main failure modes
注意到当前混凝土梁板加固中frp与混凝土之间胶缝粘结破坏是加固失效的主要模式之一。 |
| 6. | In order to reflect the heterogeneity of concrete at mesoscopic level , the concrete is assumed to be a three - phase composite composed of matrix , coarse aggregates ( and bond interface between them
为了反映材料的非均匀性，本文假设混凝土是由砂浆基质、粗骨料及粘结界面组成的三相复合材料。 |
| 7. | Through the small specimen tests , we found the failure of the bonding interface between frp and concrete can be avoided and the efficiency can be highly improved , as long as the pressure is almost 0 . 2 kg / cm2
开展小试块粘结加压实验研究，结果表明只要施加0 . 2kg / cm ~ 2左右的接触压就能避免发生纤维与混凝土之间的脱胶破坏，大幅提高加固效率。 |
| 8. | After analyzing the bond mechanism and the strengthening arts , we pointed out that pressure is one of the three factors that ensure the bond strength , and the failure is mainly because of no pressure to the bonding interface
对粘结机理和既有加固施工方法进行了分析，指出粘结失效的主要原因是施工中未提供粘结加压(保证粘结强度三要素之一)所致。 |
| 9. | The results show that , the interfacial bonding strength of new and old concrete is evidence lower than the new or old concrete itself . besides the dimension and roughness of bond interface , the chemical reaction degree at the interface is also the main factor
分析结果表明：新老混凝土的界面粘结强度除了受老混凝土界面的尺寸及表面结构、粗糙程度影响外，还与新老混凝土粘结界面间发生化学反应的强弱有关。 |
| 10. | The fem analysis for the three structures of sling screw - thread - based , namely the circle , rectangle and that with strengthen plate , and the tensile test for sling screw - thread - based in torpedo body show , that the bonding with strengthen frp plate between load - bearing metal parts and frp hull with hatch can reduce the stress concentration and significantly decline the local stress in frp hull with hatch . this structure can also be used in the similar produces . ( 3 ) the effects of parameters for bonding process on the adhesive strength and leakproof are discussed , such as the bonding interface reduce , bonding surface treatment , match of adhesive surface , protect for adhesive seam and so on
本文通过某型号雷体吊耳螺纹座结构的三种方案，即圆形昂耳螺纹座、长方形吊耳螺纹座、具有增强板的吊耳螺纹座的有限元分析及雷体吊耳螺纹座拉力试验结果证明：金属承力件与开口玻璃钢壳体粘接采用玻璃钢增强板补强，缓和了应力集中，使开口壳体局部应力明显降低，类似的水下兵器用金属承力件与开口复合材料壳体胶接均可采用此种结构形式。 |
