原文传递
Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors
| 题名： | Effect of Concrete Strength and Stud Collar Size to Shear Capacity of Demountable Shear Connectors |
| 其他题名： | ABAQUS version 6.12[Computer software].Hibbitt,Karlsson and Sorensen. |
| 正文语种： | 英文 |
| 作者： | X. H. Dai |
| 关键词： | connector；connection；simulation；table；demo；standards；assess；anchor；behavior；testin |
| 摘要： | In this paper, a group of demountable shear connectors have been developed and tested to assess their potential and suitability in terms of replacing welded shear studs. The experiments showed that these demountable shear connectors can be easily demounted after testing and have similar capacity and behavior to those of welded shear connectors. After the numerical simulation method had been validated against experimental observation, a parametric study was carried out to understand the effect of concrete grades and stud collar sizes on the shear resistance of demountable shear connections. Simple design calculation methods for welded shear connections or anchoring connections provided in European and American standards were checked to the suitability for assessment of this headed demountable shear connector. |
| 出版年： | 2015 |
| 论文唯一标识： | P-26Y2015V141N11010 |
| 英文栏目名称： | Technical Papers |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001267 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 141 |
| 期： | 11 |
| 页码： | 93-102 |
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