Question 6.39: A 1/4 by 1 1/2 -in steel bar has a 3/4 -in drilled hole loca......

A {\frac{1}{4}} by 1{\frac{1}{2}} -in steel bar has a {\frac{3}{4}} -in drilled hole located in the center, much as is shown in Table A–15–1. The bar is subjected to a completely reversed axial load with a deterministic load of 1200 lbf. The material has a mean ultimate tensile strength of {\bar{S}}_{u t}=80\,\mathrm{kpsi}.

(a) Estimate the reliability.

(b) Conduct a computer simulation to confirm your answer to part a.

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F_{a}=1200\ lbf

 

S_{u t}=80\,\mathrm{kpsi}

(a) Strength

{k}_{a}=2.67(80)^{-0.265}{LN}(1,0.058)=0.836{LN}(1,0.058)

 

k_{b}=1

 

{k}_{c}=1.23(80)^{-0.078}{LN}(1,0.125)=0.874{LN}(1,0.125)

 

{S}_{a}^{\prime}=0.506(80){L}{N}(1,0.138)=40.5{LN}(1,0.138)\,kpsi

 

{S}_{e}=0.836[{LN}(1,0.058)](1)[(0.874{L}{N}(1,0.125)][40.5{L}{N}(1,0.138)]

 

\bar{S}_{e}=0.836(1)(0.874)(40.5)=29.6\,\mathrm{kpsi}

 

C_{S e}=(0.058^{2}+0.125^{2}+0.138^{2})^{1/2}=0.195

Stress: Fig. A-15-1; d/w=0.75/1.5=0.5,\,\,K_{t}=2.17. From Eqs. (6-78), (6-79) and Table 6-15

\bar{K}_{f}=\frac{K_{t}}{1+\frac{2(K_{t}-1)}{K_{t}}\frac{\sqrt{a}}{\sqrt{r}}}                       (6-78)

{K}_{f}=\bar{K}_{f}{LN}\left(1,C_{K_{f}}\right)                           (6-79)

{K}_{f}={\frac{2.17{LN}(1,0.10)}{1+(2/{\sqrt{0.375}})[(2.17-1)/2.17](5/80)}}=1.95{LN}(1,0.10)

 

\sigma_{a}=\frac{{K}_{f}F_{a}}{(w-d)t},\quad C_{\sigma}=0.10

 

\bar{\sigma}_{a}=\frac{K_{f}F_{a}}{(\omega-d)t}=\frac{1.95(1.2)}{(\ 1.5-0.75)(0.25)}=12.48\;\mathrm{kpsi}\;

 

S_{a}=S_{e}=29.6\,\mathrm{kpsi}

 

z=-\frac{\ln\left(\bar{S}_{a}/\bar{\sigma}_{a}\right)\sqrt{\left(1+C_{\sigma}^{2}\right)/\left(1+C_{S}^{2}\right)}}{\sqrt{\ln\left(1+C_{\sigma}^{2}\right)\left(1+C_{S}^{2}\right)}} =-{\frac{\ln[(29.6/12.48)\sqrt{(1+0.10^{2})/(1+0.195^{2})}]}{\sqrt{\ln(1+0.10^{2})(1+0.195^{2})}}}=-3.9

From Table A-20

p_{f}=4.481(10^{-5})

 

R=1-4.481(10^{-5})=0.999\,955

(b) All computer programs will differ in detail.

fig. 39
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Table 6–15
Heywood’s Parameter

\sqrt{a} and coefficients of

variation {{C}}_{K f} for steels

Notch Type

{\sqrt{\alpha}}({\sqrt{\mathrm{in}}}),

S_{Ut} in kpsi

{\sqrt{\alpha}}({\sqrt{\mathrm{mm}}}),

S_{Ut} in Mpa

Coefficient of
Variation C_{KF}
Transverse hole 5/{{S}}_{Ut} 174/{{S}}_{Ut} 0.10
Shoulder 4/{{S}}_{Ut} 139/{{S}}_{U t} 0.11
Groove 3/{{S}}_{Ut} 104/{{S}}_{Ut} 0.15

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