Abstract
Ultimate strength evaluation for cracked plates is examined. A rectangular plate including a through-crack under uni-axial compression load is assumed. In analyzing the cracked plate, shell finite element (FE) modeling and shell-solid FE modeling are respectively adopted. Contact condition is included in the shell-solid modeling to introduce the crack-closure effect. Numerical examples are presented for analyzing accuracy in the FE modeling and investigating buckling and post-buckling behaviors of the cracked plates by changing position and length of the through-crack.
Original language | English |
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Article number | 20170014 |
Journal | Transactions of the Japan Society for Computational Engineering and Science |
Volume | 2017 |
DOIs | |
Publication status | Published - Oct 17 2017 |
All Science Journal Classification (ASJC) codes
- Computer Science(all)
- Engineering(all)