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Types of impact; collar on curved rod

Short answer

Impact: brief, large-force collision; central if mass centers on line of impact (direct/oblique), eccentric otherwise. e classifies as elastic (1), plastic (0), partly elastic. In horizontal plane spring work conserves energy: v_A ≈4.38 m/s to reach B, v_C ≈4.77 m/s.

Explain impact and its types. A 500-g collar can slide without friction on the curved rod BC in a horizontal plane. Knowing that the undeformed length of the spring is 80 mm and that k=400k = 400 kN/m, determine (i) the velocity that the collar should be given at A to reach B with zero velocity, (ii) the velocity of the collar when it eventually reaches C. [Figure: curved rod BC in a horizontal plane with a spring kk attached to collar at A; dimensions 150 mm, 100 mm and 200 mm shown.]

Impact and its types

Impact is the collision of two bodies during a very short time interval, with large forces acting. The common normal at the contact point is the line of impact.

  • Central impact: centres of mass lie on the line of impact. It is direct (velocities along the line) or oblique (velocities inclined to it).
  • Eccentric impact: the line of impact misses the centre of mass of a body.
  • By ee (coefficient of restitution): perfectly elastic e=1e=1, perfectly plastic e=0e=0, partly elastic 0<e<10<e<1.

Collar problem

Motion is in a horizontal plane, so weight does no work. The normal force from the smooth rod does no work. Only the spring does work, so

12mv12+12kδ12=12mv22+12kδ22\tfrac12mv_1^{2}+\tfrac12k\delta_1^{2}=\tfrac12mv_2^{2}+\tfrac12k\delta_2^{2}

Assumptions (figure not legible):

  • k=400k=400 N/m (the value 400400 kN/m would make the collar speed unrealistically large).
  • The spring's fixed end D is such that the spring lengths are LA=150L_A=150 mm, LB=1502+2002=250L_B=\sqrt{150^{2}+200^{2}}=250 mm and LC=100L_C=100 mm.
  • Undeformed length L0=80L_0=80 mm, so δA=0.070\delta_A=0.070 m, δB=0.170\delta_B=0.170 m, δC=0.020\delta_C=0.020 m. m=0.5m=0.5 kg.

(i) Speed at A so that the collar just reaches B

12(0.5)vA2+12(400)(0.070)2=0+12(400)(0.170)2\tfrac12(0.5)v_A^{2}+\tfrac12(400)(0.070)^{2}=0+\tfrac12(400)(0.170)^{2} 0.25vA2=5.78−0.98=4.80 ⇒ vA=4.38 m/s0.25v_A^{2}=5.78-0.98=4.80\ \Rightarrow\ v_A=4.38\ \text{m/s}

(ii) Speed at C

From B (at rest) to C:

0+12(400)(0.170)2=12(0.5)vC2+12(400)(0.020)20+\tfrac12(400)(0.170)^{2}=\tfrac12(0.5)v_C^{2}+\tfrac12(400)(0.020)^{2} 5.78=0.25vC2+0.08 ⇒ vC=4.77 m/s5.78=0.25v_C^{2}+0.08\ \Rightarrow\ v_C=4.77\ \text{m/s}

Answer: (i) vA≈4.38v_A\approx4.38 m/s; (ii) vC≈4.77v_C\approx4.77 m/s (for the assumed geometry; the method is the energy balance above with the lengths read from the figure).

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