| contributor author | Marcia Patton-Mallory | |
| contributor author | Steven M. Cramer | |
| contributor author | Frederick W. Smith | |
| contributor author | Patrick J. Pellicane | |
| date accessioned | 2017-05-08T20:56:50Z | |
| date available | 2017-05-08T20:56:50Z | |
| date copyright | August 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A8%281063%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32799 | |
| description abstract | Three-dimensional (3D) constitutive models for wood were developed and evaluated for use in a 3D numerical model of a bolted wood connection. The connection model applies to parallel-to-grain loading of wood. Nonlinear parallel-to-grain compression of wood and degradation of shear stiffness are described using a trilinear stress-strain relationship. Elastic parameters were determined that best fit numerically predicted load-displacement ( | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Material Models for Analysis of Bolted Wood Connections | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:8(1063) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008 | |
| contenttype | Fulltext | |
