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J. Braz. Soc. Mech. Sci. & Eng. vol.30 número2

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Academic year: 2018

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Figure  3.  Equilibrium  paths  for  an  imperfect  I-section  beam,  with  and  without consideration of residual stresses
Figure 5. Mechanical model: column geometry and distribution of residual  stresses in the cross-section
Table  1  shows  the  deviation  of  nominal  resistances  (NBR8800  and  revised  text  of  same  standard)  from  numerically  predicted  column resistance
Table 2. Probability distribution and parameters of random variables.
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