| contributor author | Simon Schnabl | |
| contributor author | Miran Saje | |
| contributor author | Goran Turk | |
| contributor author | Igor Planinc | |
| date accessioned | 2017-05-08T21:00:15Z | |
| date available | 2017-05-08T21:00:15Z | |
| date copyright | June 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9445%282007%29133%3A6%28886%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35056 | |
| description abstract | A mathematical model is proposed and its analytical solution derived for the analysis of the geometrically and materially linear two-layer beams with different material and geometric characteristics of an individual layer. The model takes into account the effect of the transverse shear deformation on displacements in each layer. The analytical study is carried out to evaluate the influence of the transverse shear deformation on the static and kinematic quantities. We study a simply supported two-layer planar beam subjected to the uniformly distributed load. Parametric studies have been performed to investigate the influence of shear by varying material and geometric parameters, such as interlayer slip modulus | |
| publisher | American Society of Civil Engineers | |
| title | Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2007)133:6(886) | |
| tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006 | |
| contenttype | Fulltext | |