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1)  bolt end post cure
锚尾后固化
2)  post-installed
后锚固
1.
Shear capacity analysis of the concrete post-installed anchors;
混凝土后锚固锚栓的抗剪分析
2.
Two methods-elastic approach and plastic approach-for calculating the resistance capability of post-installed multiple-anchor connections under combinations of tension and shear loads are presented.
介绍了后锚固群锚连接在拉剪复合受力情况下承载力计算的两种方法:弹性方法和塑性方法。
3.
An experimental study was carried out on shear bearing capacity of post-installed anchor group in concrete structure with different anchor edge distance and anchor space length.
目的研究锚栓边距和间距的变化对混凝土结构后锚固群锚抗剪性能的影响。
3)  post-installed fastenings
后锚固
1.
Analyse the theory of the post-installed fastenings & their failure mode for the structure;
结构后锚固机理分析和破坏特征
2.
Based on the development of post-installed fastenings technology of OCS within China.
针对国内接触网后锚固技术发展现状,通过技术分析比较,提出了接触网后锚固设计的应用标准、开裂混凝土判定、锚栓选择原则以及接触网在桥隧不同锚固区采用的计算方法和建议措施,对今后工程设计和施工具有一定的参考价值。
4)  post-installed fastenings
后锚固件
1.
Technical investigation of tension bearing capacity of post-installed fastenings used in concrete;
混凝土用后锚固件抗拔承载力检验的技术探讨
5)  post-installed fastening
后锚固
1.
Existing researches on the multiple-anchor steel-to-concrete connection, the strength of which is controlled by the strength of the anchor steel, are used to develop a revised method for the strength prediction of post-installed fastening connections subjected to bending moment and shear.
在现有研究理论基础上,针对钢-混凝土后锚固连接钢材破坏时群锚弯剪承载力计算进行分析。
2.
Efforts were made to analyze the sheafing resistance of post-installed fastenings anchor group in concrete structure.
在混凝土结构受剪状态下对后锚固群锚系统承载力进行分析,阐述了后锚固锚栓受剪连接破坏形式,进行了混凝土结构群锚系统抗剪承载力的试验及有限元分析,通过对比试验结果、有限元分析值及相关规范与技术手册推荐公式值,提出了进行后锚固群锚系统抗剪极限承载能力设计的若干建议,为群锚系统在工程中的应用提供参考。
6)  post-tensioning anchorage
后张锚固
补充资料:尾尾
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