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 |
|---|---|
| Article number | 20170014 |
| Journal | Transactions of the Japan Society for Computational Engineering and Science |
| Volume | 2017 |
| DOIs | |
| Publication status | Published - Oct 17 2017 |
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All Science Journal Classification (ASJC) codes
- Computer Science(all)
- Engineering(all)
Cite this
Finite element modeling and ultimate strength evaluation for cracked plates. / Setoyama, Yu; Tanaka, Satoyuki; Yanagihara, Daisuke; Murakami, Chikahisa.
In: Transactions of the Japan Society for Computational Engineering and Science, Vol. 2017, 20170014, 17.10.2017.Research output: Contribution to journal › Article
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TY - JOUR
T1 - Finite element modeling and ultimate strength evaluation for cracked plates
AU - Setoyama, Yu
AU - Tanaka, Satoyuki
AU - Yanagihara, Daisuke
AU - Murakami, Chikahisa
PY - 2017/10/17
Y1 - 2017/10/17
N2 - 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.
AB - 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.
UR - http://www.scopus.com/inward/record.url?scp=85032853651&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85032853651&partnerID=8YFLogxK
U2 - 10.11421/jsces.2017.20170014
DO - 10.11421/jsces.2017.20170014
M3 - Article
AN - SCOPUS:85032853651
VL - 2017
JO - Transactions of the Japan Society for Computational Engineering and Science
JF - Transactions of the Japan Society for Computational Engineering and Science
SN - 1344-9443
M1 - 20170014
ER -