One of the main obstacles in making stochastic simulation a standard design tool is its high computational cost. However, this problem can be significantly reduced by using efficient sampling techniques like optimal Latin hypercube (OLH) sampling. The paper advocates this kind of approach for scatter analysis of structural responses. After explaining the idea of the OLH sampling the principal component analysis method (PCA) is briefly described. Next, on numerical examples it is shown how this technique of statistical postprocessing of simulation results can be used in the design process. Important improvements of the estimation quality offered by OLH design of experiments are illustrated on two numerical examples, one simple truss problem and one involving finite element analysis of elastic plate. Based on numerical experiments an attempt is made to propose the sample size which for a given number of random variables provides an acceptable estimation accuracy of statistical moments of system responses and which enables more advanced statistical post-processing.
[1]
Cv Clemens Verhoosel,et al.
Non-Linear Finite Element Analysis of Solids and Structures
,
1991
.
[2]
Kenny Q. Ye,et al.
Algorithmic construction of optimal symmetric Latin hypercube designs
,
2000
.
[3]
T. Simpson.
A concept exploration method for product family design
,
1998
.
[4]
Toby J. Mitchell,et al.
Computer Construction of “D-Optimal” First-Order Designs
,
1974
.
[5]
M. Crisfield,et al.
Non‐Linear Finite Element Analysis of Solids and Structures, Volume 1
,
1993
.
[6]
Jeong‐Soo Park.
Optimal Latin-hypercube designs for computer experiments
,
1994
.
[7]
M. Liefvendahl,et al.
A study on algorithms for optimization of Latin hypercubes
,
2006
.
[8]
Armen Der Kiureghian,et al.
The stochastic finite element method in structural reliability
,
1988
.
[9]
M. Rosenblatt.
Remarks on a Multivariate Transformation
,
1952
.