| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5016371 | International Journal of Mechanical Sciences | 2016 | 13 Pages |
Abstract
In this work, a load-independent creep constraint parameter Q* was introduced, and its load-independence was confirmed by 3D finite element analyses of six different cracked specimens. A fixed distance r=0.2 mm ahead of crack tips was chosen to define the Q*. In addition, the parameter Q* was used to quantify the in-plane constraint induced by crack depths, specimen widths and loading configurations and the constraint effects induced by specimen thicknesses. The results revealed that the values of Q* increased with increasing the crack depths (a/W â¤0.5) and specimen thicknesses and decreased with increasing the width-thickness ratio W/B of specimens. Furthermore, the highest constraint level occurred in the CT specimen while the lowest occurred in the CCT specimen.
Related Topics
Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Lianyong Xu, Xingfu Zhang, Lei Zhao, Yongdian Han, Hongyang Jing,
