interfacial bond strength中文是什么意思

• 界面结合强度

• "interfacial"中文翻译    adj. 1.界面的，面际的。 2.界面角的。
• "bond"中文翻译    n. 〔废语〕农奴；奴隶。 adj. 被奴役的；奴隶的〔 ...
• "strength"中文翻译    n. 1.力，力量，体力。 2.强度，浓度；长处；(要塞 ...
• "interfacial bond" 中文翻译 :    界面粘合
• "interfacial shear strength" 中文翻译 :    分界面抗剪强度
• "bond strength" 中文翻译 :    度,粘度; 附着强度; 键力; 键强度; 胶合强度; 胶结强度,粘结强度; 结合强度; 粘附强度; 粘合强度; 粘接强度; 粘着强度; 黏合强度; 黏结强度，乾态强度(砂模)
• "bond energy; bond strength" 中文翻译 :    键能
• "adhesive bond strength tester" 中文翻译 :    粘合强度试验机
• "atomic bond strength" 中文翻译 :    原子键合强度
• "dry bond strength" 中文翻译 :    干态强度; 干粘结强度; 乾态强度
• "flock bond strength" 中文翻译 :    植绒粘合强力
• "green bond strength" 中文翻译 :    湿强度; 湿砂结合强度
• "initial bond strength" 中文翻译 :    初期结合力
• "internal bond strength" 中文翻译 :    内部结合强度
• "laminate bond strength" 中文翻译 :    层压板粘合强度
• "lo of bond strength" 中文翻译 :    粘结强度损失
• "loss of bond strength" 中文翻译 :    粘结强度损失
• "mortar bond strength" 中文翻译 :    灰浆砌合强度
• "plunger bond strength" 中文翻译 :    层间粘合强度
• "ply bond strength" 中文翻译 :    层间粘合强度
• "relative bond strength" 中文翻译 :    相对键能
• "interfacial" 中文翻译 :    adj. 1.界面的，面际的。 2.界面角的。
• "interfacial layer (= interfacial zone)" 中文翻译 :    界面层
• "interfacial zone (= interfacial layer)" 中文翻译 :    界面层
• "interfacial activity" 中文翻译 :    界面活性

• Interfacial bonding strength of sprayed plastic coating based on co2 laser thermal effect
  2激光热效应的喷塑涂层界面结合强度研究
• A review on measurement methods for interfacial bonding strength between coating and substrate
  基体材料界面结合强度测量方法的现状与展望
• Interface is the weakest region in new - to - old concretes or mortars . usually , the interfacial bond strength is very low , and approach to the strength of substrate
  界面是新老砂浆或新老混凝土中最薄弱的区域，通常情况下，界面粘结强度低，很少达到本体的相应强度。
• At last , in order to improve the interfacial bond strength , durafiber pretreated by variable silane coupling agents were mixed into furan polymer mortar , then make its mechanic properties testing
  最后，为改善杜拉纤维与呋喃树脂砂浆的界面粘结性能，采用杜拉纤维用不同的硅烷偶联剂处理后再加入到呋喃树脂砂浆中，测试其力学性能。
• Bending strength , compressive strength , interfacial bond strength and frost - resistance are also studied and analyzed . based on indoor research , on - site experiments are conducted on damaged pavement to inspect the performance of repairing concrete
  在室内试验研究的基础上，进行了破损路面的工程修补试验，对修补混凝土的修补效果进行了观测。
• 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。
• In this paper , the rapid repairing method using cement concrete lamina is presented , two key designing parameters are analyzed : the interfacial bonding strength of new and used concrete and the shearing stress in interface
  本文阐述了水泥混凝土路面快速薄层修补的方法，研究了修补中两个重要设计参数：新老混凝土界面抗剪粘结强度和新老混凝土粘结面剪应力，并进行了新老混凝土界面抗剪粘结强度试验和混凝土收缩试验。
• In this research , the high - fluidity and super high - early strength repairing concrete is prepared though experimental research on quick - repairing materials to cement concrete pavement . this concrete is provided with many properties such as satisfying early traffic opening , benefiting operation , cutting down labor consumption and securing interfacial bond strength
  本课题通过对水泥混凝土路面快速修补材料的实验室研究，旨在研制高流动性超早强修补混凝土，以满足及早开放交通、利于施工操作并降低劳动损耗、保证新老混凝土的粘结性。
• The melted tungsten carbide would react with the steel matrix on the interface and the reaction zone was observed as a result . the reacting production was examined as fe3w3c by means of x - ray diffraction and scanning electron microscopy analysis . the reaction between tungsten particle and steel matrix could improve the interfacial bonding strength remarkably
  Wc钢复合材料的制备过程中， wc颗粒在高温下发生了局部溶解并在wc颗粒和钢基体界面处发生了界面反应； x射线衍射和电子衍射花样分析表明，反应产物为高稳定性的fe _ 3w _ 3c ，界面反应有效地改善了wc颗粒与钢基体的界面结合。
• Through the experiment of the interfacial bonding shear strength and the shrinkage strain of concrete , the influence of the interfacial roughness of used concrete surface and interfacial bonding agent to interfacial bonding strength is revealed ; new concrete component and the shape and size of concrete slab are main factor affecting the shearing stress in layers
  试验结果表明：老混凝土粘结面的粗糙度和界面粘结剂类型对新老混凝土界面粘结强度影响很大；新铺混凝土材料和混凝土路面板形状尺寸是影响新老混凝土粘结面收缩剪应力的主要因素。