Numerical buckling analysis for flat and cylindrical shells including through crack employing effective reproducing kernel meshfree modeling

Engineering Analysis with Boundary Elements Volume 97 Page 55-66 published_at 2018-10-06
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Title ( eng )
Numerical buckling analysis for flat and cylindrical shells including through crack employing effective reproducing kernel meshfree modeling
Creator
Özdemir Mehmet
Sadamoto Shota
Yu Tiantang
Bui Tinh-Quoc
Source Title
Engineering Analysis with Boundary Elements
Volume 97
Start Page 55
End Page 66
Abstract
Buckling behavior of flat and cylindrical shells including through-the-thickness crack (through crack) is examined employing an effective reproducing kernel (RK) meshfree method. The concept of convected coordinate system is adopted to deal with general curvilinear surfaces. Both field variables and shell geometry are approximated by RKs, which is conceptually same procedure with isoparametric Finite Element Method (FEM). Each node has five degrees of freedom (DOFs). The numerical integration of stiffness matrices is conducted by strain smoothing approaches. In the present study, a crack modeling is introduced into the curved shell geometry for analyzing cracked cylinder buckling problems effectively. The presented approach has an attractive feature, i.e., five DOFs cracked flat shell model is only required for analyzing three-dimensional (3D) cracked curved shell problems. The accuracy and effectiveness of the present method are critically examined through several numerical examples in which the obtained results are compared with reference solutions as well as with the results of commercial FEM package (ANSYS). Effects of the element types in the FEM computations are also examined by comparison of the results by linear and quadratic shell elements. The results shed light on the significant effects of considered configurations on buckling coefficients and mode shapes.
Keywords
Meshfree
Reproducing kernel
Cylindrical shell
Buckling
Crack
Language
eng
Resource Type journal article
Publisher
Elsevier
Date of Issued 2018-10-06
Rights
© <2018>. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/
This is not the published version. Please cite only the published version.
この論文は出版社版ではありません。引用の際には出版社版をご確認、ご利用ください。
Publish Type Accepted Manuscript
Access Rights open access
Source Identifier
[DOI] https://doi.org/10.1016/j.enganabound.2018.09.005 isVersionOf
助成機関名
日本学術振興会
Japan Society for the Promotion of Science
助成機関識別子
[Crossref Funder] https://doi.org/10.13039/501100001691
研究課題名
多軸応力影響と繰り返し載荷影響を考慮した船体桁の縦曲げ最終強度評価に関する研究
Ultimate longitudinal bending strength of ship hull girder considering multi-axial stress and repeated loading effects
研究課題番号
15H02328
助成機関名
日本学術振興会
Japan Society for the Promotion of Science
助成機関識別子
[Crossref Funder] https://doi.org/10.13039/501100001691
研究課題名
船体構造と騒音伝達経路の関係の解明と騒音レベルを低減する構造の創生に関する研究
Study on relationship between ship structure and noise transmission route and research on creation of structure to reduce noise level
研究課題番号
16H04603
助成機関名
日本学術振興会
Japan Society for the Promotion of Science
助成機関識別子
[Crossref Funder] https://doi.org/10.13039/501100001691
研究課題名
き裂を有するパネルの圧壊挙動メカニズムの解明
Collapse Behavior of Rectangular Panel with Crack Damage.
研究課題番号
15K06632