To design structures involving nonlinear structural responses by the topology
optimization method is still a challenging problem. Here, the structural topology
optimization tracing nonlinear load-displacement curves is investigated by employing
the element connectivity parametrization formulation as it is expected to deal with
low-density element related numerical instability more effectively than the element
density based formulation. After the formulation is given in the setting of the element
connectivity parametrization, the sensitivity analysis for load-displacement
curve tracing problems implemented with a discretized finite element model
is presented. Several numerical problems are considered to address issues
occurring in the topology optimization of nonlinear structures. Finally, the
findings from this investigation on the topology optimization tracing nonlinear
load-displacement trajectories and future work are summarized as concluding
remarks.
Keywords
topology optimization, element connectivity parametrization
method, hardening or softening load-displacement trajectory
Multiscale Design Center and
Integrated Design and Analysis of Structures Laboratory
School of Mechanical and Aerospace Engineering
Seoul National University
Kwanak-Gu San 56-1
Seoul 151-742
South Korea