                 !   "# # $# # % &’()’* +,- . $,/ 0/ 0010-2 030,              !"#$% 4             %"$#$% $+ 5 Topology optimization is a systematic method of generating designs that maximize specific objectives. While it offers significant benefits over traditional shape optimization, topology optimization can be computationally demanding and laborious. Even a simple 3D compliance optimization can take several hours. Further, the optimized topology must typically be manually interpreted and translated into a CAD-friendly and manufacturing friendly design.  This poses a predicament: given an initial design,  should one optimize its topology? In this paper, we  propose a simple metric for predicting the benefits of  topology optimization. The metric is derived by  exploiting the concept of topological sensitivity, and is  computed via a finite element swapping method. The  efficacy of the metric is illustrated through numerical  examples.  ,+0%0,  Design is an iterative process; with the advent of  advanced computing methods, various strategies have  been proposed to reduce design cycles. Topology  optimization [1] is one such method to construct and  discover novel designs. In topology optimization, one  starts with an initial design, on which a structural problem  is posed; see Figure 1.          !"#$  %  In this example, it is assumed that the initial design  coincides with the allowable design space, but this need  not be the case. Then, using finite element analysis  (FEA), and one of the various topology optimization  methods such as SIMP [2]–[5], evolutionary [6]–[8], or  level-set [9]–[11], an optimal topology is constructed.  For the problem posed in Figure 1, if the objective is  compliance, the optimal topology for a volume fraction of  0.5, in the absence of other constraints, is illustrated in  Figure 2(A). On the other hand, if the objective is the p-  norm von Mises stress [12], an optimal topology is  illustrated in Figure 2(B). Such insights can be  particularly valuable during the initial stages of design.     "! & !#!!’ ()  !#* () % 