M Two tempered-steel bars, each in thick, are bonded to a -in mild-steel bar. This compolite bar is subjected as shown to a centric axial load of magnitude P. Both steels are elastoplastic with E-29 106 psi and with yield strengths equal to 100 ksi and 50 ksi, respectively, for the tempered and mild steel. Determine the residual stresses in the tempered-steel bars if the load Pis gradually increased from zero until the deformation of the bar reaches a maximum value om-0.04 in. and is then decreased back to zero. Take L=18 in. L 2.0 in fin. The residual stress in the tempered-steel bars is ksi.

M Two tempered-steel bars, each in thick, are bonded to a -in mild-steel bar. This compolite bar is subjected as shown to a centric axial load of magnitude P. Both steels are elastoplastic with E-29 106 psi and with yield strengths equal to 100 ksi and 50 ksi, respectively, for the tempered and mild steel. Determine the residual stresses in the tempered-steel bars if the load Pis gradually increased from zero until the deformation of the bar reaches a maximum value om-0.04 in. and is then decreased back to zero. Take L=18 in. L 2.0 in fin. The residual stress in the tempered-steel bars is ksi.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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