TY - JOUR
T1 - Isogeometric shape design sensitivity analysis of elasticity problems using boundary integral equations
AU - Yoon, Minho
AU - Cho, Seonho
N1 - Publisher Copyright:
© 2016 Elsevier Ltd. All rights reserved.
PY - 2016/5
Y1 - 2016/5
N2 - Using boundary integral equations and isogeometric approach, a shape design sensitivity analysis (DSA) method is developed for two dimensional elastic structures. In the isogeometric approach, NURBS basis functions in CAD systems are directly utilized in response analysis, which enables a seamless incorporation of exact geometry and higher continuity into computational framework. To enhance the accuracy of shape design sensitivity, the CAD-based higher-order geometric information such as curvature, normal, and tangential vector is exactly embedded in the sensitivity expressions. In boundary integral formulation, shape design velocity field is decomposed into normal and tangential components, which significantly affect the accuracy of shape design sensitivity. Also, the proposed boundary-based method does not require the tedious design parameterization of internal domain. Through the numerical examples, the developed shape DSA method turns out to be more accurate than conventional finite element based one.
AB - Using boundary integral equations and isogeometric approach, a shape design sensitivity analysis (DSA) method is developed for two dimensional elastic structures. In the isogeometric approach, NURBS basis functions in CAD systems are directly utilized in response analysis, which enables a seamless incorporation of exact geometry and higher continuity into computational framework. To enhance the accuracy of shape design sensitivity, the CAD-based higher-order geometric information such as curvature, normal, and tangential vector is exactly embedded in the sensitivity expressions. In boundary integral formulation, shape design velocity field is decomposed into normal and tangential components, which significantly affect the accuracy of shape design sensitivity. Also, the proposed boundary-based method does not require the tedious design parameterization of internal domain. Through the numerical examples, the developed shape DSA method turns out to be more accurate than conventional finite element based one.
KW - Boundary integral equation
KW - Exact geometry
KW - Higher-order geometric information
KW - Isogeometric method
KW - NURBS basis function
KW - Shape design sensitivity
UR - https://www.scopus.com/pages/publications/84959283203
U2 - 10.1016/j.enganabound.2016.01.010
DO - 10.1016/j.enganabound.2016.01.010
M3 - Article
AN - SCOPUS:84959283203
SN - 0955-7997
VL - 66
SP - 119
EP - 128
JO - Engineering Analysis with Boundary Elements
JF - Engineering Analysis with Boundary Elements
ER -