TY - JOUR
T1 - Analytical and Numerical Shape Optimization of a Class of Structures under Mass Constraints and Self-Weight
AU - San, Bingbing
AU - Waisman, Haim
AU - Harari, Isaac
N1 - Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2020/1/1
Y1 - 2020/1/1
N2 - This paper first extends a classical solution concerning the shape optimization of a hanging bar. The well-known solution determines the optimal cross section of a homogeneous bar that minimizes elongation under its own weight and a given applied force, subject to a total volume constraint. Herein, the analytical solution is generalized to materials with a variable density and elastic modulus along the bar, subject to a total mass constraint. A gradient-based numerical optimization algorithm is developed and then used to solve the inverse problem to validate the analytical results. The approach is then extended to two-dimensional structures through the parameterization of the external boundary using nonuniform rational B-splines (NURBS) functions and the solution of repeated forward problems with updated meshes. Three different cases are studied: (1) homogeneous elastic, (2) homogeneous hyperelastic, and (3) inhomogeneous elastic materials. The results show the differences between the optimal shape of one- and two-dimensional models and the effect of material models on the optimal solutions.
AB - This paper first extends a classical solution concerning the shape optimization of a hanging bar. The well-known solution determines the optimal cross section of a homogeneous bar that minimizes elongation under its own weight and a given applied force, subject to a total volume constraint. Herein, the analytical solution is generalized to materials with a variable density and elastic modulus along the bar, subject to a total mass constraint. A gradient-based numerical optimization algorithm is developed and then used to solve the inverse problem to validate the analytical results. The approach is then extended to two-dimensional structures through the parameterization of the external boundary using nonuniform rational B-splines (NURBS) functions and the solution of repeated forward problems with updated meshes. Three different cases are studied: (1) homogeneous elastic, (2) homogeneous hyperelastic, and (3) inhomogeneous elastic materials. The results show the differences between the optimal shape of one- and two-dimensional models and the effect of material models on the optimal solutions.
KW - Analytical solutions
KW - Euler-Lagrange equation
KW - Nonuniform rational B-splines (NURBS)
KW - Numerical optimization
KW - Shape optimization
UR - http://www.scopus.com/inward/record.url?scp=85074129527&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)EM.1943-7889.0001693
DO - 10.1061/(ASCE)EM.1943-7889.0001693
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AN - SCOPUS:85074129527
SN - 0733-9399
VL - 146
JO - Journal of Engineering Mechanics - ASCE
JF - Journal of Engineering Mechanics - ASCE
IS - 1
M1 - 04019109
ER -