Civil Engineering > GATE 2017 SET-2 > Strength of Materials
A 2 m long, axially loaded mild steel rod of 8 mm diameter exhibits the load-displacement (P-δ) behavior 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 behavior will be _______.

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Related Topics

steel rod axially loaded GATE Civil Engineering 2017 complementary strain energy linear elastic behavior mild steel yield stress civil engineering gate axial loading beam problem strain energy calculation

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