| contributor author | J. F. Davalos | |
| contributor author | J. R. Loferski | |
| contributor author | S. M. Holzer | |
| contributor author | V. Yadama | |
| date accessioned | 2017-05-08T21:16:37Z | |
| date available | 2017-05-08T21:16:37Z | |
| date copyright | May 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290899-1561%281991%293%3A2%28125%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45255 | |
| description abstract | The mathematical modeling of glued‐laminated (glulam) timber beams is greatly simplified by considering the material to be isotropic in the plane of the cross section. In this paper, the hypothesis of transverse isotropy for southern pine glulam beams is verified through an experimental torsion program. Solid‐sawn samples of rectangular cross sections that exhibit rhombic symmetry were tested in torsion about their longitudinal axes (L) to compute the principal shear moduli in the radial | |
| publisher | American Society of Civil Engineers | |
| title | Transverse Isotropy Modeling of 3‐D Glulam Timber Beams | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1991)3:2(125) | |
| tree | Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 002 | |
| contenttype | Fulltext | |
