 Original Article
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 Published:
Optimization of Uncertain Structures with Interval Parameters Considering Objective and Feasibility Robustness
Chinese Journal of Mechanical Engineering volume 31, Article number: 38 (2018)
Abstract
For the purpose of improving the mechanical performance indices of uncertain structures with interval parameters and ensure their robustness when fluctuating under interval parameters, a constrained interval robust optimization model is constructed with both the center and halfwidth of the most important mechanical performance index described as objective functions and the other requirements on the mechanical performance indices described as constraint functions. To locate the optimal solution of objective and feasibility robustness, a new concept of interval violation vector and its calculation formulae corresponding to different constraint functions are proposed. The mathematical formulae for calculating the feasibility and objective robustness indices and the robustnessbased preferential guidelines are proposed for directly ranking various design vectors, which is realized by an algorithm integrating Kriging and nested genetic algorithm. The validity of the proposed method and its superiority to present interval optimization approaches are demonstrated by a numerical example. The robust optimization of the upper beam in a highspeed press with interval material properties demonstrated the applicability and effectiveness of the proposed method in engineering.
1 Introduction
The uncertainties in material properties, geometric dimensions, load conditions and so on are ubiquitous for engineering structures [1]. The optimal solutions to the optimization models of engineering structures that neglect these uncertainties may be infeasible because their mechanical performance indices will fluctuate under the uncertainties [2]. Hence these uncertainties must be considered in handling the optimization problems of uncertain engineering structures [3, 4]. Robust design optimization is a frequentlyutilized methodology to improve the robustness of structures and reducing the sensitivities of their mechanical performance indices to uncertain factors [5,6,7,8]. In the construction of various robust optimization models, the objective robustness is often achieved by simultaneously optimizing the mean of the objective mechanical performance index and minimizing its variation under uncertainties while the constraint robustness is to ensure the satisfaction of constraints when the constraint performance indices fluctuate under the influences of uncertain parameters [9].
Most researches on robust design optimization were conducted based on the assumption that the probabilistic distributions of uncertain factors were known [10, 11]. For instance, Doltsinis et al. [12] applied the perturbation technique and the incremental loading procedure for the response analysis of pathdependent nonlinear structural systems with random parameters, and evaluated the sensitivities of the mean and variance of the structural performance function by direct differentiation in the framework of stochastic finite element analysis. Tang and Périaux [13] proposed a robust optimization method capable of locating Pareto and Nash equilibrium solutions. Zhao and Wang [14] proposed an efficient approach for solving the robust topology optimization problem of structures under loading uncertainty based on linear elastic theory and orthogonal diagonalization of symmetric matrices. Sahali et al. [15] proposed an efficient genetic algorithm (GA) for multi–objective robust optimization of machining parameters considering random uncertainties. Martínez–Frutos et al. [16] proposed a robust shape optimization approach of continuous structures via the level set method, which modeled the uncertainty in loads and material as random variables with different probability distributions as well as random fields. However, it is often difficult or computationally expensive to determine the probabilistic distributions of uncertain factors in many engineering problems [17].
In order to realize the robust optimization of uncertain structures in the absence of the probabilistic distribution information of uncertainties, several nonprobabilistic methods have been proposed in recent years to account for the uncertainties [18, 19]. Au et al. [20] proposed a robust design method based on the convex model and achieved the robustness of the objective function by minimizing the worst value of unsatisfactory degree functions of the uncertain parameters and ensured the feasibility robustness by a suboptimization conducting the worstcase analysis. Takewaki and Ben–Haim [21] represented the uncertainties in the power spectral density of load and the parameters of the structure’s vibration model by infogap models, and proposed a robust—satisficing methodology for the infogap robust design of uncertain structures. However, the above methods are very complex when the parameter numbers are large. Sun et al. [22] proposed a bilevel mathematical model with interval objective and constraint functions for robust design optimization. The single objective function was converted into two objective functions for minimizing the mean and variation while the constraint functions were reformulated with the acceptable robustness level. However, the socalled robust solution obtained by their method cannot ensure the robustness of all constraints. Karer and Skrjanc [23] proposed a robust optimization framework for PID controllers by describing the uncertain dynamics of the process as an interval model, which was firstly transformed into a deterministic model and then solved by a particle swarm optimization algorithm. Li et al. [24] proposed an actuator placement robust optimization method for active vibration control system with interval parameters. Both nominal value and radius of the performance index were considered in the interval optimization model, which was also transformed into a deterministic one by weighted processing and then solved by GA.
To sum up, present nonprobabilistic robust optimization approaches have difficulties in ensuring the robustness of all constraints and achieving the globally optimal robust solutions to real engineering problems. Moreover, the solution algorithms employed in the present robust optimization approaches based on interval models are indirect ones. That is, they firstly transformed the interval models into deterministic ones and then solved the resulting deterministic models by conventional deterministic optimization algorithms. The shortcomings of such indirect robust optimization approaches are similar to the indirect ones for solving general interval optimization models [25, 26]. Specifically, different acceptable robustness levels or satisfactory degrees of interval constraints prescribed in model transform process will lead to different optimal solutions. Additionally, the transformation of interval models into deterministic ones also deviates from the original intention of uncertainty modeling.
To avoid the limitations of indirect algorithms for solving interval optimization models, we have proposed a direct interval optimization algorithm for uncertain structures by introducing the concept of the degree of interval constraint violation (DICV) [27] based on Hu’s “center first halfwidth next” interval order relation [28]. Specifically, a design vector x has zero DICV for constraint \(g\left( {{\varvec{x}},{\varvec{U}}} \right) \le B = [b^{L} ,b^{R} ] = \left\langle {b^{C} ,b^{W} } \right\rangle\) when \(g^{C} \left( \varvec{x} \right) < b^{C}\) or \(g^{C} \left( \varvec{x} \right) = b^{C}\) and \(g^{W} \left( \varvec{x} \right) \le b^{W} ;\) otherwise, the DICV is nonzero for the constraint (where \(g\left( {{\varvec{x}},{\varvec{U}}} \right)\) is the mechanical performance index of a structure under the influence of interval parameter U, B is the given interval constant, superscripts L, R, C, W indicate the left bound, right bound, center and halfwidth of an interval). The feasibility of a design vector x is determined by the total DICV of all its interval constraints and a design vector x is regarded as feasible when its total DICV is zero. And finally the design vectors are directly sorted according to the DICV–based preferential guidelines. However, there may be \(g^{L} \left( {\varvec{x}} \right) \le b^{L}\) or/and \(g^{R} \left( {\varvec{x}} \right) \ge b^{R}\) when \(g_{{}}^{C} \left( {\varvec{x}} \right) \le b_{{}}^{C}\). That is, the constraint \(g\left( {{\varvec{x}},{\varvec{U}}} \right) \le B\) may be violated although design vector x is regarded as feasible when \(g_{{}}^{C} \left( {\varvec{x}} \right) \le b_{{}}^{C}\) according to the definition of DICV. Consequently, the DICV–based direct interval optimization algorithm cannot ensure the constraint robustness of the optimal solution.
The purpose of this paper is to put forward a direct robust optimization approach for uncertain structures with interval parameters, which can achieve the optimal solutions of objective and feasibility robustness. A novel concept of interval violation vector is proposed for describing the feasibility robustness of a design vector, which comprises two components that describe the violation degrees of the left and right bounds of an interval mechanical performance index in a constraint function. The mathematical formulae for calculating the interval violation vectors of a design vector corresponding to various constraint functions are provided. Then the objective and feasibility robustness indices of various design vectors can be calculated based on their values of total interval violation vectors. And finally, the design vectors of an uncertain structure are sorted according to the robustnessbased preferential guidelines, which is realized by integrating the Kriging technique and nested GA.
2 Robust Optimization Model of an Uncertain Structure with Interval Parameters
The mechanical performance indices of an uncertain structure are described as the functions of both design variables and interval parameters. The center and halfwidth of the most important mechanical performance index of the uncertain structure are described as the objective functions while the requirements on the other mechanical performance indices are described as constraint functions. Then the robust optimization model of an uncertain structure with interval parameters is described as
where
s.t.,
where x is an ndimensional design vector, U is a qdimensional interval parameter vector;\(f\left( {{\varvec{x}},{\varvec{U}}} \right)\) is the most important performance index while \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) is the ith performance index with restriction. Both \(f\left( {{\varvec{x}},{\varvec{U}}} \right)\) and \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) are nonlinear continuous functions about x and U, but the mechanical performance indices \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) in constraints may degenerate into deterministic ones, such as \(g_{i} \left( {\varvec{x}} \right)\). \(\, f^{C} \left( {\varvec{x}} \right)\) and \(f^{W} \left( {\varvec{x}} \right)\) are the center and halfwidth of \(f\left( {{\varvec{x}},{\varvec{U}}} \right)\) while \(\, f^{L} \left( {\varvec{x}} \right)\) and \(f^{R} \left( {\varvec{x}} \right)\) are the left and right bounds of \(f\left( {{\varvec{x}},{\varvec{U}}} \right)\). B_{ i } is the given interval constant for the ith constraint, which may degenerate into a real number.
The left and right bounds of the mechanical performance index \(\, g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) in the ith interval constraint function of Eq. (1) can be computed by
where p is the number of constraint functions.
3 Definition of the Interval Violation Vector and its Calculation
3.1 Definition of the Interval Violation Vector for an Interval Constraint
For the ith interval constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) in Eq. (1), there are a total of six positional relations between \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) = [g_{i}^{L} \left( {\varvec{x}} \right),g_{i}^{R} \left( {\varvec{x}} \right)]\) and \(B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) as shown in Figure 1. It is obvious that the interval constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) is fully satisfied when the positional relation of the mechanical performance index \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) and the given interval constant B_{ i } is illustrated as Figure 1(a) when \(b_{i}^{L}  g_{i}^{L} \left( {\varvec{x}} \right) \ge g_{i}^{R} \left( {\varvec{x}} \right)  g_{i}^{L} \left( {\varvec{x}} \right)\) and \(b_{i}^{R}  g_{i}^{R} \left( {\varvec{x}} \right) \ge b_{i}^{R}  b_{i}^{L}\), including the case that \(g_{i}^{R} \left( {\varvec{x}} \right){ = }b_{i}^{L}\). Correspondingly, the violation degrees for both the left and right bounds of the interval mechanical performance index \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) are zero in the case shown in Figure 1(a).
Therefore, the following concept of interval violation vector is introduced to describe the violation degree of a design vector for an interval constraint.
Definition 1 (Interval violation vector)
The interval violation vector of an interval constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) is a twodimensional vector, the components of which describe the violation degrees of the left and right bounds of the interval mechanical performance index \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) of an uncertain structure under the influence of interval parameter vector U.
Specifically, the interval violation vector of constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) is
where \(v_{i}^{L} \left( {\varvec{x}} \right)\) and \(v_{i}^{R} \left( {\varvec{x}} \right)\) are the violation degrees of the left and right bounds of \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\), and there is
As can be seen from Eq. (3), the interval violation vector \({\varvec{v}}_{i} \left( {\varvec{x}} \right) = \left( {v_{i}^{L} \left( {\varvec{x}} \right),v_{i}^{R} \left( {\varvec{x}} \right)} \right)\) of interval constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) has the following properties:

(1)
There are \(0 \le v_{i}^{L} \left( {\varvec{x}} \right) \le 1\) and \(0 \le v_{i}^{R} \left( {\varvec{x}} \right) \le 1\) for any design vector x.

(2)
There is \(v_{i} \left( {\varvec{x}} \right) = \left( {0,0} \right)\) when \(g_{{_{i} }}^{R} \left( {\varvec{x}} \right) \le b_{i}^{L}\) as shown in Figure 1(a).

(3)
There is \(v_{i}^{L} \left( {\varvec{x}} \right) = 1\) when \(g_{{_{i} }}^{L} \left( {\varvec{x}} \right) \ge b_{i}^{L}\), see Figures 1(d)–(f).

(4)
There is \(v_{i}^{R} \left( {\varvec{x}} \right) = 1\) when \(g_{{_{i} }}^{R} \left( {\varvec{x}} \right) \ge b_{i}^{R}\), see Figures 1(c), (e), (f).
3.2 Calculation of the Interval Violation Vector for Various Constraints
For a mechanical performance index independent of interval parameters, there is \(g_{i} \left( {\varvec{x}} \right) = g_{{_{i} }}^{L} \left( {\varvec{x}} \right) = g_{{_{i} }}^{R} \left( {\varvec{x}} \right)\), and the constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) in Eq. (1) degenerates as \(g_{i} \left( {\varvec{x}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) correspondingly. Then the formula for calculating the interval violation vector of such a constraint should be adjusted as Eq. (4).
In engineering, the interval constant \(B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) in Eq. (1) may also degenerate into a real number, namely, there is \(b_{i} = b_{i}^{L} = b_{i}^{R}\). In this case, the constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) in Eq. (1) degenerates as \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le b_{i}\) and the formula for calculating the interval violation vector of such a constraint should be adjusted as Eq. (5).
Furthermore, the constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\)in Eq. (1) will degenerate as \(g_{i} \left( {\varvec{x}} \right) \le b_{i}\) when the mechanical performance index is independent of the interval parameters and the interval constant degenerates into a real number. And then the formula for calculating the interval violation vector for such a constraint will be simplified as Eq. (6).
As can be observed from Eqs. (3)–(6), there are \({\varvec{v}}_{i} \left( {\varvec{x}} \right) = \left( {0,0} \right)\) when \(g_{i} \left( {\varvec{x}} \right) = b_{i}^{L}\) or \(b_{i} = g_{{_{i} }}^{R} \left( {\varvec{x}} \right)\) or \(g_{i} \left( {\varvec{x}} \right) = b_{i}\), otherwise, the values of \({\varvec{v}}_{i} \left( {\varvec{x}} \right)\) can be calculated by Eq. (3). Consequently, the formula for calculating the interval violation vector of constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) can be concluded as Eq. (7).
Similarly, the formula for calculating the interval violation vector of constraint \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \ge B_{i} = [b_{i}^{L} ,b_{i}^{R} ]\) can be deduced as Eq. (8), the detailed derivation of which is not provided here for space–saving sake.
4 Preferential Guidelines Considering Objective and Feasibility Robustness
In order to directly solve the robust optimization model in Eq. (1), two robustness indices are introduced to evaluate the objective and feasibility robustness of a design vector. The feasibility robustness index is utilized to evaluate the acceptability of a design vector as far as the constraint functions are concerned while the objective robustness index is utilized to evaluate the superiority and robustness of a design vector as far as the objective mechanical performance index is concerned. Then the robustness–based preferential guidelines are proposed for realizing the direct ranking of various design vectors.
4.1 Feasibility Robustness Index and its Calculation
The feasibility robustness index can be calculated from the total interval violation vector of all the constraints in the robust optimization model considering that the total interval violation vector reversely reflects the feasibility robustness of a constraint function. Specifically, the total interval violation vector corresponding to design vector x can be calculated by Eq. (9) as far as the interval violation vectors of all constraints \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right) \le \left( \ge \right)B_{i} \left( {i = 1,2, \cdots ,p} \right)\) are calculated by Eq. (7) or Eq. (8):
Then design vector x is regarded as feasible robust when \({\varvec{v}}_{\text{T}} \left( {\varvec{x}} \right) = \left( {0,0} \right)\) and it is not when \({\varvec{v}}_{\text{T}} \left( {\varvec{x}} \right) > \left( {0,0} \right)\). And the feasibility robustness index of design vector x can be calculated by
As can be seen from Eq. (10), the larger total interval violation vector will lead to the smaller feasibility robustness index for a design vector. Moreover, the feasibility robustness index for a design vector has the following properties.

(1)
For a feasible robust design vector x, there is \(I_{\text{FR}} \left( {\varvec{x}} \right) = 1\).

(2)
For a design vector x that is not feasible robust, there is \(0 \le I_{\text{FR}} \left( {\varvec{x}} \right) < 1\).

(3)
The larger feasibility robustness index indicates the better acceptability of a design vector as far as the constraints are concerned.
4.2 Objective Robustness Index and its Calculation
The center and halfwidth of the objective mechanical performance index should be regarded as equally important in the robust optimization of an uncertain structure regardless of their possible difference in orders of magnitude. To achieve this aim, all the feasible robust design vectors are sorted according to their corresponding values of \(f^{C} \left( {\varvec{x}} \right)\) and \(f^{W} \left( {\varvec{x}} \right)\) with the rank numbers obtained as \(r^{C} \left( {\varvec{x}} \right)\), \(r^{W} \left( {\varvec{x}} \right)\) respectively. A design vector with the smaller objective value is assigned a larger rank number and the design vector with the largest objective value is assigned the rank number of 1. Then the rank vector of design vector x are generated as \({\varvec{r}}\left( {\varvec{x}} \right) = \left( {r^{C} \left( {\varvec{x}} \right),r^{W} \left( {\varvec{x}} \right)} \right)\). And finally, the objective robustness index of design vector x is calculated by
It is obvious from Eq. (11) that the objective robustness index is positive for any design vector, and the larger objective robustness index indicates the better and more robust of a design vector as far as the objective mechanical performance index is concerned.
4.3 Preferential Guidelines for Ranking Various Design Vectors
As far as their objective and feasibility robustness indices are calculated by Eq. (10) and Eq. (11), all of the alternative design vectors can be ranked according to the following preferential guidelines:

(1)
A feasible robust design vector is always superior to an infeasible one. That is, design vector x_{1} is superior to design vector x_{2} when \(I_{\text{FR}} \left( {{\varvec{x}}_{1} } \right) = 1\) and \(I_{\text{FR}} \left( {{\varvec{x}}_{2} } \right) < 1\).

(2)
The infeasible design vectors are ranked according to their corresponding values of feasibility robustness indices. Specifically, infeasible design vector x_{1} is superior to infeasible design vector x_{2} when \(I_{\text{FR}} \left( {{\varvec{x}}_{1} } \right) > I_{\text{FR}} \left( {{\varvec{x}}_{2} } \right)\).

(3)
The feasible robust design vectors are ranked according to their objective robustness indices. Specifically, feasible design vector x_{1} is superior to feasible design vector x_{2} when \(I_{\text{OR}} \left( {{\varvec{x}}_{1} } \right) > I_{\text{OR}} \left( {{\varvec{x}}_{2} } \right)\).
5 Integrated Algorithm for Directly Solving the Interval Robust Optimization Model
A robust optimization algorithm integrating Kriging models and nested GA is proposed to directly solve the constrained interval robust optimization model of the uncertain structure. The Kriging model is utilized here to replace finite element analysis (FEA) for efficiently computing the mechanical performance indices of the uncertain structure. For the mechanical performance index influenced by ndimensional design vector x and qdimensional interval vector U, such as \(f\left( {{\varvec{x}},{\varvec{U}}} \right)\) and \(g_{i} \left( {{\varvec{x}},{\varvec{U}}} \right)\) in Eq. (1) is concerned, the sample points for constructing the Kriging model should be generated in the (n+q)dimensional space determined by n design variables and q interval parameters based on Latin hypercube sampling (LHS). To ensure the prediction accuracy of Kriging models, the adaptive resampling technology proposed in our previous work [29] is also adopted. Specifically, the construction of every Kriging model is an iterative process until the achievement of satisfactory local and global precision evaluated by multiple correlation coefficient R^{2} and relative maximum absolute error (RMAE). The inner layer GAs integrated with Kriging models calculate in parallel the intervals of the mechanical performance indices under the influence of uncertain parameters while the outer layer GA realizes the direct sorting of various design vectors according to the robustnessbased preferential guidelines and locates the optimal solution to the constrained interval robust optimization model.
The flowchart of the proposed direct interval robust optimization algorithm is illustrated in Figure 2, the implementation of which proceeds as follows.
 Step 1::

Construct the robust optimization model of an uncertain structure with interval parameters. The mechanical performance indices of the uncertain structure are described as the functions of design variables and interval parameters. The center and halfwidth of the most important mechanical performance index are described as objective functions while the requirements of the other mechanical performance indices are described as constraint functions.
 Step 2::

Construct the Kriging models for efficiently computing the mechanical performance indices of the uncertain structure based on finite element (FE) model, LHS and adaptive resample technology.
 Step 3::

Initialize the GA parameters involved in the nested optimization, including the population sizes, maximum iteration numbers, crossover and mutation probabilities of the inner and outer layer GAs. Set the iteration number of the outer layer GA as 1 and generate the initial population.
 Step 4::

Rank the individuals in the current population of outer layer GA according to the robustnessbased preferential guidelines and calculate their fitness values, during the process of which inner layer GAs integrated with Kriging models constructed in Step 2 are implemented in parallel for computing the left and right bounds of the mechanical performance indices.
 Step 5::

Output the design vector with the largest fitness value if the convergent threshold or maximum iteration number of the outer layer GA is reached. Otherwise, increase the iteration number of the outer layer GA by 1 and go to Step 4.
6 Illustrative Examples
Two illustrative examples are investigated in this section to verify the effectiveness of the proposed approach for directly solving interval robust optimization problems and its applicability in engineering practice. The construction of Kriging models is unnecessary for the first example since its objective and constraint functions are analytical. It is obvious that the proposed robust interval optimization algorithm has the same advantages as our previous one in realizing the direct solution of interval optimization problems and avoiding the complicated model transformation process. Consequently, the optimization results obtained by the proposed algorithm are only compared with those obtained by the direct one hereinafter.
6.1 Numerical Example
The constrained interval robust optimization model in Eq. (12) is utilized as a benchmark example, which is firstly solved by the proposed algorithm with the GA parameters listed in Table 1. Besides the maximum iteration number given as a stop criterion, the outer layer GA evolution is terminated when the absolute difference of \(f^{C} \left( {\varvec{x}} \right)\) between the optimal solution and the average of current population is less than 10^{−3}.
Figure 3 illustrates the convergent curves of numerical example obtained by the proposed algorithm. The objective value of the optimal solution converges at the 78th generation. The optimal solution is \({\varvec{x}}^{\text{o}} = \left( {3.17,\;0.02,\;2.00} \right),\) the corresponding objectives and constraints of which are \(f^{C} \left( {{\varvec{x}}^{\text{o}} } \right) = 9.11,\) \(f^{W} \left( {{\varvec{x}}^{\text{o}} } \right) = 1.80,\)\(g_{1} \left( {{\varvec{x}}^{\text{o}} ,\;{\varvec{U}}} \right) = [10.00,\;12.41]\) and\(g_{2} \left( {{\varvec{x}}^{\text{o}} ,\;{\varvec{U}}} \right) = [7.55,\;9.94]\) respectively. It is obvious that both constraints in Eq. (12) are fully satisfied at \({\varvec{x}}^{\text{o}} = \left( {3.17,\;0.02,\;2.00} \right)\), demonstrating the feasibility robustness of two constraints.
The robust optimization model in Eq. (12) is also solved by our previous algorithm [27] with the GA parameters and convergent threshold prescribed the same as those in the proposed one. The objective values of the optimal solution converge at the 86th generation, with the optimal solution obtained as \({\varvec{x}}^{*} = \left( {3.11,\;0.20,\;2.08} \right)\) and the convergent curves illustrated in Figure 4.
Table 2 lists the optimization results of the numerical example obtained by two algorithms. As can be seen from Table 2, the 2nd constraint function \(g_{2} \left( {{\varvec{x}},{\varvec{U}}} \right) \ge [4.5,5.0]\) is fully satisfied at both the optimal solutions. But the 1st constraint function \(g_{1} \left( {{\varvec{x}},{\varvec{U}}} \right) \ge [8.0,10.0]\) may be violated at the optimal solution \({\varvec{x}}^{*} = \left( {3.11,0.20,2.08} \right)\) obtained by our previous algorithm while it is always satisfied at the optimal solution \({\varvec{x}}^{\text{o}} = \left( {3.17,0.02,2.00} \right)\) obtained by the proposed algorithm. That is, the optimal solution x^{*} obtained by our previous algorithm is not a robust one as far as the constraints are concerned while the optimal solution x^{o} obtained by the proposed algorithm is. The improvement is gained from the definition of interval violation vector and the robustnessbased preferential guidelines. Specifically, the interval constraint \(g_{1} \left( {{\varvec{x}},{\varvec{U}}} \right) \ge [8.0,10.0]\) at x^{*} is regarded as feasible according to the “center first halfwidth next” interval order relation for evaluating the feasibility of a constraint in our previous algorithm since \(g_{1}^{C} \left( {{\varvec{x}}^{*} } \right) = 10.79 > 9.0\) but x^{*} is obviously not feasible robust according to the definition of interval violation vector in Section 3. Consequently, the proposed algorithm can yield a more robust solution than our previous one as far as the constraint functions are concerned.
It is also clear from Table 2 that both objective functions of the optimal solution obtained by the proposed algorithm are smaller than those obtained by our previous one, which demonstrates that the proposed algorithm can obtain a better and more robust solution than the previous one as far as the objective functions are concerned. Moreover, the convergent curves in Figures 3, 4 demonstrate that the proposed algorithm can locate the optimal solution more efficiently than the previous one.
6.2 Engineering Example
The upper beam of an ultra–precision highspeed press is utilized to verify the applicability of the proposed method in the robust optimization of practical engineering structures with interval parameters. Figure 5 illustrates the 3D solid model and cross section of the upper beam. The geometrical parameters h_{1}, h_{2}, l_{1}, l_{2}, l_{3} in Figure 5(b) are chosen as design variables while its material density ρ and elastic modulus E are interval parameters.
According to the performance requirements of the upper beam, the maximum deformation reflecting stiffness is the most important mechanical performance index, the center and halfwidth of which are described as the objective functions. With the weight and maximum equivalent stress described as constraint functions, the robust optimization model of the upper beam is constructed as
where x is the design vector while U is the interval parameter vector; d(x, U) is the maximum deformation; d^{C}(x) and d^{W}(x) are the center and halfwidth of d(x, U) while d^{L}(x) and d^{R}(x) are the left and right bounds of d(x, U); w(x, U_{1}) and δ(x, U) are the weight and maximum equivalent stress respectively.
As far as the initial design of the upper beam is concerned, there is x = (230, 270, 100, 50, 350) mm. The mechanical performance indices of the initial design under interval parameters E and ρ are listed in Table 3. It is obvious from Table 3 that neither constraint is satisfied for the initial design of the upper beam.
6.2.1 Optimization Results Obtained by Proposed Algorithm
Figure 6 illustrates the 1/4 FE model of the upper beam. A pressure of 800 kN is exerted at every joint between the upper beam and driving oil cylinder. A bearing load of 250 kN is applied on the end bearing hole while a bearing load of 500 kN is applied on the mid bearing hole.
Based on the Kriging models constructed by the adaptive resampling technology with the same precision requirements as Ref. [30] (namely, R^{2}>0.95 and RMAE<0.05), the robust optimization model in Eq. (13) can be directly solved by the proposed algorithm with the GA parameters listed in Table 4. The outer layer GA evolution is terminated when the absolute difference of \(d^{C} \left( {\varvec{x}} \right)\) between the optimal solution and the average of the current population is less than 10^{−4}.
The convergent curves corresponding to the weight, maximum equivalent stress and maximum deformation of the upper beam obtained by the proposed algorithm are illustrated in Figure 7, which converge at the 121st generation. The optimal solution is obtained as x^{o} = (238.89, 280.22, 81.61, 32.73, 386.21), the corresponding objective values of which are d^{C}(x^{o}) = 0.2027, d^{W}(x^{o}) = 0.0193 while the weight and maximum equivalent stress in constraints are w(x^{o}, U_{1}) = [4983.9, 5000.0] and δ(x^{o}, U) = [40.16, 44.95] respectively. It is obvious that both constraints in Eq. (13) are fully satisfied at x^{o} and the feasibility robustness is improved after optimization. A comparison on the objective values of the optimal solution x^{o} with that of the initial design demonstrates that the objective robustness is also improved since d^{W} is decreased after optimization.
6.2.2 Comparison with Previous Algorithm
The constrained interval robust optimization model in Eq. (13) is also solved by our previous algorithm [27] with the GA parameters and convergent threshold settled the same as those in the proposed algorithm. The objective values of the optimal solution converge at the 146th generation, with the optimal solution obtained as x^{*} = (248.03, 296.28, 85.31, 30.31, 387.89). Figure 8 illustrates the convergent curves of the mechanical performance indices of the upper beam obtained by our previous algorithm, a comparison of which with those in Figure 7 demonstrates that the proposed algorithm can locate the optimal solution more efficiently than the previous one.
Table 5 compares the optimization results obtained by the proposed and our previous algorithm [27], which shows that the 2nd constraint function \(\delta (\varvec{x},\varvec{U}) \le [45,46]{\text{ MPa}}\) is fully satisfied at both optimal solutions. But the 1st constraint function \(w(\varvec{x},U_{1} ) = w(\varvec{x},\rho ) \le [5000,5010]{\text{ kg}}\) may be violated at x^{*} = (248.03, 296.28, 85.31, 30.31, 387.89) obtained by our previous algorithm but it is always satisfied at x^{o} = (238.89, 280.22, 81.61, 32.73, 386.21) obtained by the proposed algorithm. This is due to the fact that the 1st constraint function is regarded to be satisfied at x^{*} according to the “center first halfwidth next” interval order relation in our previous algorithm since there is \(w_{1}^{C} \left( {{\varvec{x}}^{*} } \right) = 5000.6\;{\text{kg}} \le 5005\;{\text{kg}}\) but its corresponding interval violation vector is \({\varvec{v}}_{w} \left( {{\varvec{x}}^{*} } \right) = \left( {0.26,0.80} \right)\) according to Definition 1 in Section 3. At the same time, the optimal solution obtained by the proposed algorithm has the smaller center and halfwidth of the maximum deformation in the objective functions than those generated by the previous algorithm. Hence the proposed algorithm can yield a better and more robust solution than the previous one. This is due to the improved criteria for evaluating the violation degrees of various constraints and the robustnessbased preferential guidelines utilized in the proposed algorithm.
7 Conclusions
To improve the mechanical performance indices of an uncertain structure with interval parameters and ensure their satisfaction with performance requirements when fluctuating under uncertainties, a constrained interval robust optimization model was constructed with both the center and halfwidth of the most important mechanical performance index described as objective functions and the other mechanical performance indices included in constraint functions. A novel concept of interval violation vector was proposed for evaluating the feasibility robustness of a design vector, the mathematical formulae for calculating the interval violation vectors of various constraint functions were also provided. Then the robustness–based preferential guidelines were proposed for directly ranking various design vectors and an algorithm integrating Kriging technique and nested GA was put forward to realize the direct solution of the constrained interval robust optimization problem.
The proposed direct interval robust optimization algorithm has the same advantage as our previous one [27] in avoiding the complex model transformation process from interval to deterministic. The optimization results of the numerical example demonstrated that the proposed algorithm was more efficient and effective than our previous one. The robust optimization of the upper beam in a highspeed press with interval material density and elastic modulus demonstrated the feasibility and validity of the proposed method in engineering practice.
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Authors’ Contributions
JC, ZYL and JRT were in charge of the whole trial; JC wrote the manuscript; YYZ, MYT and GFD assisted with sampling and laboratory analyses. All authors have read and approved the final manuscript.
Authors’ Information
Jin Cheng, born in 1978, is currently an associate professor at State Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, China. She received her PhD degree from Zhejiang University, China, in 2005. Her research interests include uncertainty modeling, structural optimization and intelligent design. Tel: +8657187951273; Email: cjinpjun@zju.edu.cn.
ZhenYu Liu, born in 1974, is currently a professor at State Key Laboratory of CAD & CG, Zhejiang University, China. He received his PhD degree from Zhejiang University, China, in 2002. His research interests include CAD, virtual prototyping, virtualrealitybased simulation and robotics. Email: liuzy@zju.edu.cn.
JianRong Tan, born in 1954, is currently an academician of the Chinese Academy of Engineering, professor at State Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, China. His research interests include CAD &CG, mechanical design and theory, digital design and manufacture. Email: egi@zju.edu.cn.
YangYan Zhang, born in 1993, is currently a master candidate at State Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, China. Her research interest is uncertainty optimization of engineering structures. Email: zyyzjz1116@163.com.
MingYang Tang, born in 1991, received his master’s degree from Zhejiang University, China, in 2017. His research interest is uncertainty optimization of engineering structures. Email: 861658082@qq.com.
GuiFang Duan, born in 1979, is currently an associate professor at State Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, China. His research interests include CAD &CG, digital design and manufacture. Email: gfduan@zju.edu.cn.
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The authors declare that they have no competing interests.
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Supported by National Natural Science Foundation of China (Grant Nos. 51775491, 51475417, U1608256, 51405433).
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Cheng, J., Liu, ZY., Tan, JR. et al. Optimization of Uncertain Structures with Interval Parameters Considering Objective and Feasibility Robustness. Chin. J. Mech. Eng. 31, 38 (2018). https://doi.org/10.1186/s1003301802443
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DOI: https://doi.org/10.1186/s1003301802443