原文传递
Withdrawal Strength of Pneumatically Driven Steel Pin Connections in Cold-Formed Steel Light-Frame Construction
| 题名： | Withdrawal Strength of Pneumatically Driven Steel Pin Connections in Cold-Formed Steel Light-Frame Construction |
| 其他题名： | AISI(American Iron and Steel Institute).(2009)."North American standard for cold-formed steel framing—Lateral design."AISI S213,Washington,DC. |
| 正文语种： | 英文 |
| 作者： | R. Serrette |
| 关键词： | Cold-formed steel;Withdrawal/tension connection;Pneumatic driven pins;Wood structural panels;Light-frame construction; Metal and composite structures |
| 摘要： | Pneumatically driven steel pins have been successfully used for attaching structural sheathing to cold-formed steel framing in both load-bearing and nonload-bearing applications. The design of these types of connections is exclusively based on published manufacturer data. Attempts to analytically quantify/estimate the shear and withdrawal (tensile) strength of pin connections is nearly nonexistent. This paper proposes a mechanics-based equilibrium model for withdrawal strength and presents test data for wood structural panels connected to coldformed steel with pneumatically driven steel pins. The tests include a range of wood panel and cold-formed steel thicknesses commonly found in light-frame construction. Using the proposed model, empirically modified to reflect observed behavior, equations are presented to estimate the withdrawal strength of connections made with helically knurled pins. The proposed equations are shown to provide reasonably good estimates of strength with a reliability consistent with that of the more commonly used screw fastener. |
| 出版年： | 2018 |
| 论文唯一标识： | P-26Y2018V144N01003 |
| 英文栏目名称： | ANNIVERSARY PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001916 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 144 |
| 期： | 01 |
| 页码： | 14-22 |
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