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Withdrawal Strength and Bending Yield Strength of Stainless Steel Nails
| 题名： | Withdrawal Strength and Bending Yield Strength of Stainless Steel Nails |
| 其他题名： | American Forest and Paper Association(AFPA).(1999)."General dowel equations for calculating lateral connection values."Technical Rep.12,Washington,DC,18. |
| 正文语种： | 英文 |
| 作者： | Douglas R. Rammer |
| 关键词： | Stainless steel;Nail withdrawal;National design specifications for wood construction;Nail bending yield strength;Wood structures |
| 摘要： | It has been well established that stainless steel nails have superior corrosion performance compared to carbon steel or galvanized nails in treated wood; however, theirmechanical fastening behavior is unknown. In this paper, the performance of stainless steel nails is examined with respect to two important properties used in wood connection design: withdrawal strength and nail bending yield strength. Different nail diameters, wood specific gravities, and nail manufacturers were examined. The current withdrawal design equations, developed from carbon steel nail data, overpredict the expected withdrawal strength when used for stainless steel nails, reducing the safety factor. As a result, a new equation was developed to predict the nail stainless steel withdrawal capacity. The data further indicate that nail bending yield strength values for stainless steel were similar to carbon steel data. |
| 出版年： | 2015 |
| 论文唯一标识： | P-26Y2015V141N05004 |
| 英文栏目名称： | Technical Papers |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001088 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 141 |
| 期： | 05 |
| 页码： | 22-28 |
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