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,A_{t}, modulus of elasticity Et,E_{t}, length LtL_{t}) and steel bolt (cross-sectional area Ab,A_{b}, modulus of elasticity EbE_{b}) 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: AtA_{t} = 300 mm², EtE_{t} = 70 GPa, LtL_{t} = 0.6 m, AbA_{b} = 600 mm², and EbE_{b} = 200 GPa

F4.2
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The forces in the bolt and in the sleeve are denoted by PbP_{b} and Pt,P_{t}, respectively.

Statics: The only equilibrium condition available for the free body of Figure 4.2b gives

Pb=PtP_{b} = P{t}

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=PLAE \delta = \frac {PL} {AE}    (4.1)

δb=PbLbAbEb,δt=PtLtAtEt \delta_b=\frac{P_b L_b}{A_b E_b}, \quad \delta_t=\frac{P_t L_t}{A_t E_t}           (c)

where

δb\delta _{b} is the axial extension of the bolt

δt\delta _{t} 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=ΔPbLbAb+Eb+PtLtAtEt=Δ \begin{array}{r} \delta_b+\delta_t=\Delta \\ \frac{P_b L_b}{A_b+E_b}+\frac{P_t L_t}{A_t E_t}=\Delta \end{array}          (4.6)

Setting Pb=PtP_{b} = P_{t} and Lb=Lt,L_{b} = L_{t}, the preceding equation becomes

Pb(1AbEb+1AtEt)=ΔLt P_b\left(\frac{1}{A_b E_b}+\frac{1}{A_t E_t}\right)=\frac{\Delta}{L_t}             (4.7)

Introducing the given data, we have

Pb[1600(200)103+1300(70)103]=0.0010.6 P_b\left[\frac{1}{600(200) 10^3}+\frac{1}{300(70) 10^3}\right]=\frac{0.001}{0.6}

Solving, PbP_{b} = 29.8 kN.

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