Description Usage Arguments Value References Examples
This function is a variation of the classic multi-objective optimization problem (NOWACKI, 1980). In this problem the aim is to design a tip loaded cantilever eam for minimum cross-sectional aera and lowest bending stress subject to a number of constraints.
1 2 3  | nowacki_beam(x, g = c(5, 240, 120, 10, 2), l = 1500, F = 5000,
  E = 216620, G = 86650, v = 0.27, box = data.frame(b = c(10, 50),
  h = c(20, 250)))
 | 
x | 
 vector of length 2 correspon the normalized beath and height of the beam  | 
g | 
 vector of lenght 5 containing the upper limits of each constraint  | 
l | 
 numeric length of the beam  | 
F | 
 numeric force applied at the beam tip  | 
E | 
 numeric elastic longitudinal moduli  | 
G | 
 numeric elastic transversal moduli  | 
v | 
 numeric poison ratio  | 
box | 
 data.frame structure containing the upper and lower limits for
  | 
vector of objective and constrain responses
Forrester, A., Sobester, A., & Keane, A. (2008). Engineering design via surrogate modelling: a practical guide. John Wiley & Sons.
1 2  | nowacki_beam(c(0,0))
nowacki_beam(c(1,1))
 | 
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