Question 15.5: Preloaded Bolt Connecting the Head and Cylinder of a Pressur...

Preloaded Bolt Connecting the Head and Cylinder of a Pressure Vessel

Figure 15.15 illustrates a portion of a cover plate bolted to the end of a thick-walled cylindrical pressure vessel. A total of N_{b} bolts are to be used to resist a separating force P. Determine

a. The joint constant

b. The number N_{b} for a permanent connection

c. The tightening torque for an average condition of thread friction

Given: The required joint dimensions and materials are shown in the figure. The applied load P = 55 kips.

Design Assumptions: The effects of the flanges on the joint stiffness are omitted. The connection is permanent. A bolt safety factor of n = 1.5 is used.

15-5
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a. Referring to Figure 15.15, Equation 15.34 gives

k_p=\frac{0.58 \pi E_p d}{2 \ln \left(5 \frac{0.58 L+0.5 d}{0.58 L+2.5 d}\right)}              (15.34)

k_p=\frac{0.58 \pi\left(E_s / 2\right)(0.75)}{2 \ln \left[5 \frac{0.58(2)+0.5(0.75)}{0.58(2)+2.5(0.75)}\right]}=0.368 E_s

Through the use of Equation 15.31a,

k_b=\frac{A_b E_b}{L}           (15.31a)

k_b=\frac{A E_s}{L}=\frac{\pi d^2 E_s}{4 L}=\frac{\pi(0.75)^2 E_s}{4(2)}=0.221 E_s

Equation 15.22 is therefore

C=\frac{k_b}{k_b+k_p}=\frac{0.221}{0.221+0.368}=0.375

b. From Tables 15.1 and 15.4, we have A_{t} = 0.334 in.² and S_{p} = 105 ksi. Applying Equation 15.20,

F_i=\left\{\begin{array}{cc} 0.75 F_p & \text { (reused connections) } \\ 0.9 F_p & \text { (permanent connections) } \end{array}\right.        (15.20)

F_i=0.9 S_p A_t=0.90(105)(0.334)=31.6  kips

For N_{b} bolts, Equation 15.26 can be written in the form

\frac{C P n}{A_t}+\frac{F_i}{A_t}=S_p                 (15.26)

\frac{C\left(P / N_b\right) n}{A_t}+\frac{F_i}{A_t}=S_p

from which

N_b=\frac{C P n}{S_p A_t-F_i}

Substituting the numerical values, we have

N_b=\frac{(0.375)(55)(1.5)}{105(0.334)-31.6}=8.92

Comment: Nine bolts should be used.

c. By Equation 15.21,

T=K d F_i      (15.21)

T=0.2 d F_i=0.2(0.75)(31.6)=4.74  kips \cdot in .

Table 15.1
Dimensions of Unified Screw Threads
Course Threads—UNC  Fine Threads—UNF
Size Major Diameter, d (in.) Threads per Inch, N = 1/p Minor Diameter d_{r} (in.) Tensile Stress Area, A_{t}, (in.^{2}) Threads per Inch, N = l/p Minor Diameter, d_{r} (in.) Tensile Stress Area, A_{t} (in.^{2})
1 0.073 64 0.0538 0.00263 72 0.0560 0.00278
2 0.086 56 0.0641 0.00370 64 0.0668 0.00394
3 0.099 48 0.0734 0.00487 56 0.0771 0.00573
4 0.112 40 0.0813 0.00604 48 0.0864 0.00661
5 0.125 40 0.0943 0.00796 44 0.0971 0.00830
6 0.138 32 0.0997 0.00909 40 0.1073 0.01015
8 0.164 32 0.1257 0.0140 36 0.1299 0.01474
10 0.190 24 0.1389 0.0175 32 0.1517 0.0200
12 0.216 24 0.1649 0.0242 28 0.1722 0.0258
1/4 0.250 20 0.1887 0.0318 28 0.2062 0.0364
3/8 0.375 16 0.2983 0.0775 24 0.3239 0.0878
1/2 0.500 13 0.4056 0.1419 20 0.4387 0.1599
5/8 0.625 11 0.5135 0.226 18 0.5368 0.256
3/4 0.750 10 0.6273 0.334 16 0.6733 0.373
7/8 0.875 9 0.7387 0.462 14 0.7874 0.509
1 1.000 8 0.8466 0.606 12 0.8978 0.663
Source: ANSI/ASME Standards, B1.1–2014, B1.13–2005, New York, American Standards Institute, 2005.
Note: The pitch or mean diameter d_m \approx d-0.65 p
Table 15.4
SAE Specifications and Strengths for Steel Bolts
SAE Grade Size Range Diameter, d (in.) Proof Strength,^{a} S_{p} (ksi) Yield Strength,^{b} S_{y} (ksi) Tensile Strength,^{b} S_{u} (ksi) Material Carbon Content
1 \frac{1}{4}-1 \frac{1}{2} 33 36 60 Low or medium
2 \frac{1}{4}-\frac{3}{4} 55 57 74 Low or medium
2 \frac{7}{8}-1 \frac{1}{2} 33 36 60 Low or medium
5 \frac{1}{4}-1 85 92 120 Medium, CD
5 1 \frac{1}{8}-1 \frac{1}{2} 74 81 105 Medium, CD
7 \frac{1}{4}-1 \frac{1}{2} 105 115 133 Medium, alloy, Q&T
8 \frac{1}{4}-1 \frac{1}{2} 120 130 150 Medium, alloy, Q&T
Source: Society of Automotive Engineers Standard J429k, 2011.
^{a}Corresponds to permanent set not over 0.0001 in.
^{b}Offset of 0.2%.
Q&T, quenched and tempered.

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