One-point and two-point exponential functions have been developed and proved to be very effective approximations of structural response. The exponential has been compared to the linear, reciprocal and quadratic fit methods. Four test problems in structural analysis have been selected. The use of such approximations is attractive in structural optimization to reduce the numbers of exact analyses which involve computationally expensive finite element analysis.
Document ID: 19910000998. Accession ID: 91N10311. NASA, Langley Research Center, Research in Structures, Structural Dynamics and Materials, 1990; p 137-150.