Question 4.2: Analysis of Bolt–Tube Assembly In the assembly of the alumin...
Analysis of Bolt–Tube Assembly
In the assembly of the aluminum tube (cross sectional area At, modulus of elasticity Et, length Lt) and steel bolt (cross-sectional area Ab, modulus of elasticity Eb) shown in Figure 4.2a, the bolt is single threaded, with a 2 mm pitch. If the nut is tightened one-half turn after it has been fitted snugly, calculate the axial forces in the bolt and tubular sleeve.
Given: At = 300 mm², Et = 70 GPa, Lt = 0.6 m, Ab = 600 mm², and Eb = 200 GPa

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The forces in the bolt and in the sleeve are denoted by Pb and Pt, respectively.
Statics: The only equilibrium condition available for the free body of Figure 4.2b gives
Pb=Pt
That is, the compressive force in the sleeve is equal to the tensile force in the bolt. The problem is therefore statically indeterminate to the first degree.
Deformations: Using Equation 4.1, we write
δ=AEPL (4.1)
δb=AbEbPbLb,δt=AtEtPtLt (c)
where
δb is the axial extension of the bolt
δt represents the axial contraction of the tube
Geometry: The deformations of the bolt and tube must be equal to Δ = 0.002/2 = 0.001 m, and the movement of the nut on the bolt must be
δb+δt=ΔAb+EbPbLb+AtEtPtLt=Δ (4.6)
Setting Pb=Pt and Lb=Lt, the preceding equation becomes
Pb(AbEb1+AtEt1)=LtΔ (4.7)
Introducing the given data, we have
Pb[600(200)1031+300(70)1031]=0.60.001
Solving, Pb = 29.8 kN.