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Question

A 2 m long axially loaded mild steel rod of 8 mm diameter exhibits the load-displacement (Pδ) behaviour as shown in the figure.


Assume the yield stress of steel as 250 MPa. The complementary strain energy (in N-mm) stored in the bar up to its linear elastic behaviour will be
  1. 15707.96

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Solution

The correct option is A 15707.96

The area enclosed by the inclined line and the vertical axis is called complementary strain energy


ϵ=δl=2.52000=1800

σy=250MPa

Complementry strain energy = strain energy

=12×σy×ε×vol of bar

=12×250×1800×π4×82×2000

=15707.96Nmm

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