Solved Problems

Strain Energy of a Stepped Bar

Problem: A solid steel bar consists of two segments. The upper segment has a length of 2 m2 \text{ m} and an area of 500 mm2500 \text{ mm}^2. The lower segment has a length of 1 m1 \text{ m} and an area of 250 mm2250 \text{ mm}^2. An axial tensile load of 50 kN50 \text{ kN} is applied at the bottom. Calculate the total strain energy stored in the bar. Assume E=200 GPaE = 200 \text{ GPa}.

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Impact Loading on a Vertical Rod

Problem: A 200 kg200 \text{ kg} block is dropped from a height of 50 mm50 \text{ mm} onto a rigid collar at the bottom of a vertical steel rod. The rod has a length of 3 m3 \text{ m}, a diameter of 20 mm20 \text{ mm}, and an elastic modulus E=200 GPaE = 200 \text{ GPa}. Determine the maximum dynamic stress developed in the rod. (Use g=9.81 m/s2g = 9.81 \text{ m/s}^2).

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Energy Absorption of Bumper Systems

Problem: A train car of mass 15,000 kg15,000 \text{ kg} is rolling at a speed of 2 m/s2 \text{ m/s}. It collides with a spring bumper at the end of the track. If the bumper spring must absorb all the kinetic energy without compressing more than 150 mm150 \text{ mm}, what is the minimum required stiffness (kk) of the spring?

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Castigliano's Theorem

Problem: A simply supported uniform beam of length LL carries a concentrated load PP at its center. Using Castigliano's Theorem, determine the deflection of the beam at the point of load application. Assume the flexural rigidity EIEI is constant.

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