Bending Strength of LumberSource: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005Author:Andrew H. Buchanan
DOI: 10.1061/(ASCE)0733-9445(1990)116:5(1213)Publisher: American Society of Civil Engineers
Abstract: The bending strength of lumber is a complex problem. Bending strength depends on three main factors, the ratio of tension to compression strength of the material, nonlinear ductile behavior in the compression zone, and size‐dependent brittle fracture in the tension zone. In this paper, the relationships between bending strength and axial tension and compression strengths are explained in detail. The results of large‐scale, in‐grade lumber tests are used to predict ultimate bending strengths throughout the distribution of lumber strength properties.
|
Collections
Show full item record
| contributor author | Andrew H. Buchanan | |
| date accessioned | 2017-05-08T20:53:46Z | |
| date available | 2017-05-08T20:53:46Z | |
| date copyright | May 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9445%281990%29116%3A5%281213%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30840 | |
| description abstract | The bending strength of lumber is a complex problem. Bending strength depends on three main factors, the ratio of tension to compression strength of the material, nonlinear ductile behavior in the compression zone, and size‐dependent brittle fracture in the tension zone. In this paper, the relationships between bending strength and axial tension and compression strengths are explained in detail. The results of large‐scale, in‐grade lumber tests are used to predict ultimate bending strengths throughout the distribution of lumber strength properties. | |
| publisher | American Society of Civil Engineers | |
| title | Bending Strength of Lumber | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1990)116:5(1213) | |
| tree | Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005 | |
| contenttype | Fulltext |