DESVAR

Bulk Data Entry Defines a design variable.

Format

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
DESVAR ID LABEL XINIT XLB XUB DELXV DDVAL    
+ RAND ITYPE P1 P2 P3        
+ RANP ITYPE P1 P2 P3        

Example

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
DESVAR 1 DV001 0.0 -1.0 1.0        

Definitions

Field Contents SI Unit Example
ID Unique design variable identification number.

(Integer > 0)

 
LABEL User-defined name for the variable. LABEL must begin with an alphabetical character, and cannot have embedded blanks.

(Character)

 
XINIT Initial value for variable.

(Real between XLB and XUB)

 
XLB Design variable lower bound.

(Real)

 
XUB Design variable upper bound.

(Real)

 
DELXV Initial move limit for each design variable.
Size
Fraction of the variable itself.
Default = value of DOPTPRM, DELSIZ parameter.
Shape
Fraction of the range (XUB - XLB) of the variable.
Default = value of DOPTPRM, DELSHP parameter.

(Real > 0.0 or blank)

 
DDVAL ID of DDVAL entry that provides a set of discrete values.

(Blank or Integer > 0; Default = blank for continuous design variables)

 
RAND Random Design Variable.

Indicates that the random design variable distribution parameters for Reliability-based Design Optimization (RBDO) are to follow.

 
ITYPE Random distribution type. 4 5 6
NORM
Normal distribution
LOG
Logarithmic normal distribution
UNIF
Uniform distribution
TRIA
Triangular distribution
EXPO
Exponential distribution
WEIB
Weibull distribution

(Character string)

 
P1 The first distribution parameter. 4 5 6

Default = 0.0 (Real)

 
P2 The second distribution parameter. 4 5 6

Default = 0.0 (Real)

 
P3 The third distribution parameter. 4 5 6

Default = 0.0 (Real)

 
RANP Random parameter.

Indicates that the random parameter distribution parameters for Reliability-based Design Optimization (RBDO).

 

Comments

  1. Only the initial value of the move limits can be set. Move limits are automatically adjusted to enhance iterative stability and convergence speed.
  2. If the design variable is discrete (Integer > 0 in DDVAL field), and if either XLB and/or XUB bounds are wider than those given by the discrete list of values on the corresponding DDVAL entry, XLB and/or XUB will be replaced by the minimum and maximum discrete values.
  3. Setting XINIT=XLB=XUB freezes the design variable.
  4. The various distribution types are:

    Normal Distribution (ITYPE=NORM):

    The normal distribution is one of the most important continuous distributions in nature. It approximates the probability of a random distribution of phenomena that fall between two real numbers.


    Figure 1.
    (1)
    f ( x , u , σ ) = 1 σ 2 π e x u 2 σ 2
    Where,
    u
    The mean
    σ
    The standard deviation

    In OptiStruct RBDO, the normal distribution can be defined as P 1 = 0.0 ,   P 2 = σ ,   P 3 = 0.0 on the corresponding fields in the DESVAR entry.

    Log-normal Distribution (ITYPE=LOG):

    The log-normal distribution is a continuous probability function which approximates the distribution of a random variable whose logarithm is normally distributed. The log-normal distribution is often used in risk analyses.


    Figure 2.
    (2)
    f ( x , θ , m , σ ) = e [ ln ( x θ m ) ] 2 2 σ 2 ( x θ ) σ 2 π

    Where, x > θ ,   m > 0 ,   σ > 0 . σ is the shape parameter and is also the standard deviation of the log of the distribution; θ is the location parameter and m is the scale parameter and is also the median of the distribution.

    In OptiStruct RBDO, the log-normal distribution can be defined as P 1 = 0.0 ,   P 2 = m ,   P 3 = σ on the corresponding fields in the DESVAR entry.

    Uniform distribution (ITYPE=UNIF):

    The uniform distribution is a continuous probability function which approximates the distribution of a random variable between a minimum and maximum when all values are equally likely (such as from a random generator).


    Figure 3.
    (3)
    f ( x , a , b ) = { 1 b a ,   a x b 0 ,   otherwise

    Where, a < b , a and b are end points.

    In OptiStruct RBDO, the uniform distribution can be defined as P 1 = a ,   P 2 = b ,   P 3 = 0.0 on the corresponding fields in the DESVAR entry.

    Triangular distribution (ITYPE=TRIA):

    The Triangular distribution is used when the only info known is the minimum, the most likely value, and the maximum.


    Figure 4.
    (4)
    f ( x , a , b , c ) = { 2 ( x a ) ( b a ) ( c a ) ,   a x c 2 ( b x ) ( b a ) ( b c ) ,   c x b 0                                       ,   otherwise

    Where, a , b , and c are end points and the mode.

    In OptiStruct RBDO, the triangular distribution can be defined as P 1 = a ,   P 2 = b ,   P 3 = c on the corresponding fields in the DESVAR entry.

    Exponential distribution (ITYPE=EXPO):

    The Exponential distribution describes the amount of time between events, and the mean time between failures.


    Figure 5.
    (5)
    f ( x , u , β ) = 1 β e x u β

    Where, x u ,   β > 0 is the location parameter, β is the scale parameter.

    In OptiStruct RBDO, the exponential distribution can be defined as P 1 = 0.0 ,   P 2 = β ,   P 3 = 0.0 on the corresponding fields in the DESVAR entry.

    Weibull distribution (ITYPE=WEIB):

    The Exponential distribution describes the amount of time between events, and the mean time between failures.


    Figure 6.
    (6)
    f ( x , u , α , γ ) = γ α ( x u α ) γ 1 e e ( x u σ ) γ

    Where, x > u ,   α > 0 ,   γ > 0 is the shape parameter; u is the location parameter and α is the scale parameter.

    In OptiStruct RBDO, the Weibull distribution can be defined as P 1 = 0.0 ,   P 2 = α ,   P 3 = γ on the corresponding fields in the DESVAR entry.

  5. Due to the deviation of the random distribution, the design region needs to be defined carefully. For example, if a design variable value is intended to be positive, then its lower bound should not be defined lower than n * σ MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOBaiaacQ cacqaHdpWCaaa@3957@ .
    Where,
    σ
    Standard deviation of the variable.
    n MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOBaaaa@36E6@
    A constant multiplier (a value of n MathType@MTEF@5@5@+= feaahqart1ev3aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamOBaaaa@36E6@ =6 is recommended). This applies, in a similar fashion, to the upper bound.
  6. The three distribution parameters, P1, P2, and P3 determine the various distribution curves. As the mean value of the design variable will change during the optimization process, the corresponding distribution parameter will be updated accordingly. This means that the distribution curve moves while the shape does not change. For instance, for Normal Distribution (ITYPE=NORM), the first parameter is the mean and therefore, has no influence on Reliability-based Design Optimization. The DESVAR directly defines the mean value of the random variable/parameter. Therefore, for some distribution types, P1 can be set to 0.0 and OptiStruct will automatically calculate the values. These distribution types include, Normal, Lognormal, Exponential, and Weibull distributions.
  7. If the design variable is defined as random parameter, the lower bound and the upper bound on DESVAR will not play any role in optimization.
  8. This card is represented as an optimization design variable in HyperMesh.