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1)  adhesive shearing strength
粘结抗剪强度
1.
This paper studied the interfacial adhesive shearing strength between the cement-based mortar and the concrete substrate,and investigated the microstructures of the interfacial zones between the new mortars and the old concretes.
研究了在采用不同的界面剂处理下,水泥基砂浆加固混凝土构件的界面粘结抗剪强度,并进行了加固砂浆和基层混凝土的界面处的微观结构观测分析。
2)  Shear bond strength
抗剪粘结强度
3)  Shear bond strength
抗剪切粘结强度
4)  bonding shear strength
抗剪粘接强度
1.
By adopting a new anchoring method, interfacial failure happened between CFRP sheets and concrete, the effective jointing length between Sika~ CarboDur~ CFRP sheets and concrete is about 200 mm, and the interfacial bonding shear strength reached 20~30 MPa.
试验结果表明,复合材料碳纤维板与混凝土的有效粘接长度约为200mm左右,碳纤维板与混凝土的界面抗剪粘接强度在20~30MPa之间。
5)  shear strength of clay
粘土抗剪强度
6)  shear bond strength
粘接抗剪切强度
1.
In this study , we bonded resin orthodontic brackets to two kind of commonly - used prosthodontic materials: porcelain and light - cured composite resin with domestic adhesive, ordinary light - cured composite resin and BISCO ORTHO - ONE~? orthodontic Direct Bonding System respectively and then the shear bond strength of the re.
本实验通过使用不同的粘接剂粘接树脂托槽与经过不同方式表面处理的瓷和光固化复合树脂修复材料,对其粘接抗剪切强度,影响树脂托槽与修复材料直接粘接的因素以及去粘接后原修复面的完整性进行实验研究。
2.
In this study, we bonded metal orthodontic brackets to two kinds of commonly-used prosthodontic materials: porcelain and light-cured composite resin with domestic adhesive and ordinary light-cured composite resin respectively and then the shear bond strength of the metal brackets, the integrity of the prosthodontic surface after debonding and the microsco.
本研究使用国产的粘合剂和普通光固化复合树脂粘接金属托槽与瓷、光固化复合树脂两种常用的修复材料,并对其粘接抗剪切强度,去粘接后原修复面的完整性,表面处理后修复面的显微形态结构进行了实验研究。
补充资料:粘结
1.谓黏合连结的作用。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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