| contributor author | Clinton Woodward | |
| contributor author | John Minor | |
| date accessioned | 2017-05-08T20:52:50Z | |
| date available | 2017-05-08T20:52:50Z | |
| date copyright | December 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-9445%281988%29114%3A12%282808%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30266 | |
| description abstract | This study investigated the tensile strength of Douglas-fir loaded at an angle to the grain. Strength was determined for grain angles of 15, 30, 45 and 60 degrees in the radial-longitudinal plane. Strength was found to drop dramatically from a grain orientation of zero to 15 degrees. Hankinson's formula, the Tsai-Hill failure theory and the recently developed hyperbolic formula were compared to the experimental data to determine which theory gave the best prediction. Hankinson's formula with | |
| publisher | American Society of Civil Engineers | |
| title | Failure Theories for Douglas‐Fir in Tension | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1988)114:12(2808) | |
| tree | Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 012 | |
| contenttype | Fulltext | |
