| contributor author | Panagis G. Papadopoulos | |
| date accessioned | 2017-05-08T22:08:33Z | |
| date available | 2017-05-08T22:08:33Z | |
| date copyright | March 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9399%281984%29110%3A3%28449%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72186 | |
| description abstract | A plate element in plane stress state is simulated by a network obtained from a regular octagon in which all the diagonals are bars. Simple formulas govern the general nonlinear anisotropic behavior of the model. In order to calibrate the model on an initially isotropic material, all the bars are provided with uniaxial stress‐strain laws analogous to experimental ones. The proposed network model is compared with experimental data and rules of plasticity with respect to the following five items: (1) Poisson ratio for nonlinear elastic behavior and for uniaxial loading in plastic state; (2) proportional monotonic loadings with various ratios | |
| publisher | American Society of Civil Engineers | |
| title | Biaxial Network Constitutive Model | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 3 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1984)110:3(449) | |
| tree | Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 003 | |
| contenttype | Fulltext | |
