| contributor author | Lihua | |
| contributor author | Wang | |
| contributor author | Zheng | |
| contributor author | Zhong | |
| date accessioned | 2017-05-08T21:43:59Z | |
| date available | 2017-05-08T21:43:59Z | |
| date copyright | April 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000504.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60979 | |
| description abstract | Strong form collocation using radial basis functions approximation, which is called the radial basis collocation method, is an efficient method for solving partial differential equations or integral equations because it has implementation simplicity and exponential convergence. In this work, the radial basis collocation method is introduced in conjunction with a least-squares scheme to suppress the volumetric locking in nearly incompressible elastic problems. Radial basis approximation, which possesses infinite continuity, is rich enough to ensure the divergence-free condition. Modal analysis proves that all the nonphysical locking modes can be removed, which eliminates the locking effect. Numerical studies validate the good performance of the proposed method. Exponential convergence is obtained as expected, and no pressure oscillation is observed. | |
| publisher | American Society of Civil Engineers | |
| title | Radial Basis Collocation Method for Nearly Incompressible Elasticity | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000495 | |
| tree | Journal of Engineering Mechanics:;2013:;Volume ( 139 ):;issue: 004 | |
| contenttype | Fulltext | |