TY - JOUR
T1 - Asymmetric design sensitivity and isogeometric shape optimization subject to deformation-dependent loads
AU - Kim, Min Geun
AU - Koo, Bonyong
AU - Han, You Sung
AU - Yoon, Minho
N1 - Publisher Copyright:
© 2021 by the authors. Licensee MDPI, Basel, Switzerland.
PY - 2021/12
Y1 - 2021/12
N2 - We present a design sensitivity analysis and isogeometric shape optimization with pathdependent loads belonging to non-conservative loads under the assumption of elastic bodies. Pathdependent loads are sometimes expressed as the follower forces, and these loads have characteristics that depend not only on the design area of the structure but also on the deformation. When such a deformation-dependent load is considered, an asymmetric load stiffness matrix (tangential operator) in the response region appears. In this paper, the load stiffness matrix is derived by linearizing the non-linear non-conservative load, and the geometrical non-linear structure is optimally designed in the total Lagrangian formulation using the isogeometric framework. In particular, since the deformation-dependent load changes according to the change and displacement of the design area, the isogeometric analysis has a significant influence on the accuracy of the sensitivity analysis and optimization results. Through several numerical examples, the applicability and superiority of the isogeometric analysis method were verified in optimizing the shape of the problem subject to deformation-dependent loads.
AB - We present a design sensitivity analysis and isogeometric shape optimization with pathdependent loads belonging to non-conservative loads under the assumption of elastic bodies. Pathdependent loads are sometimes expressed as the follower forces, and these loads have characteristics that depend not only on the design area of the structure but also on the deformation. When such a deformation-dependent load is considered, an asymmetric load stiffness matrix (tangential operator) in the response region appears. In this paper, the load stiffness matrix is derived by linearizing the non-linear non-conservative load, and the geometrical non-linear structure is optimally designed in the total Lagrangian formulation using the isogeometric framework. In particular, since the deformation-dependent load changes according to the change and displacement of the design area, the isogeometric analysis has a significant influence on the accuracy of the sensitivity analysis and optimization results. Through several numerical examples, the applicability and superiority of the isogeometric analysis method were verified in optimizing the shape of the problem subject to deformation-dependent loads.
KW - Asymmetric load stiffness
KW - Deformation-dependent load
KW - Geometric nonlinearity
KW - Isogeometric analysis
KW - Shape sensitivity analysis
UR - http://www.scopus.com/inward/record.url?scp=85121552700&partnerID=8YFLogxK
U2 - 10.3390/sym13122373
DO - 10.3390/sym13122373
M3 - Article
AN - SCOPUS:85121552700
SN - 2073-8994
VL - 13
JO - Symmetry
JF - Symmetry
IS - 12
M1 - 2373
ER -