22-Mec-A4 Design and Manufacture of Machine Elements · May 2015
Question 1 of 6: Stretch Forming of a Sheet-Metal Panel
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
Paper format. National Examinations,
May 2015 — 07-Mec-A4, Design and Manufacture of Machine Elements.
Three hours, open book, any non-communicating calculator permitted. Six questions
in two parts: Part A (Q1–Q3, manufacturing processes) and Part B
(Q4–Q6, machine-element design). The rubric asks for two questions from each
part, and all questions carry equal value (25 % each). All six are
solved here, because this set is a study resource rather than an
examination script.
Reference texts.
S. Kalpakjian and S. R. Schmid, Manufacturing Engineering and Technology,
8th ed. — sheet-metal forming, deep drawing, abrasive machining.
M. P. Groover, Fundamentals of Modern Manufacturing, 7th ed. —
stretch forming and the flow-curve treatment of forming loads.
R. G. Budynas and J. K. Nisbett, Shigley's Mechanical Engineering Design,
11th ed. — bolted and welded joints (Ch. 8, 9) and brakes (Ch. 16).
R. C. Hibbeler, Mechanics of Materials, 10th ed. — net-section
bending and bearing stress.
Units. The paper mixes systems deliberately:
Q1, Q5 and Q6 are in US customary units (inch, pound, psi) and Q4 is metric. Each
question is solved in the units in which it is set, as the exam intends.
Question 1: Stretch Forming of a Sheet-Metal Panel (25 marks)
Find. The stretching force at first yield, the true strain at the
end of forming, the stretching force at that final condition, and the vertical force
carried by the form die.
Figure 1 — stretch forming. (a) the flat blank gripped at both ends and pulled in pure tension at the moment of first yield; (b) the finished part wrapped over the form die, the sheet now inclined at angle A to the pull direction.
Approach. Stretch forming is a pure-tension operation: the
grips supply a force equal to the current flow stress times the current
cross-section, so the whole problem reduces to evaluating the flow curve
$Y_f = K\varepsilon^{\,n}$ at the right strain and applying constant volume to get
the current thickness, after which the die force follows from resolving the two
inclined grip forces vertically.
Evaluate the flow stress at first yield. At the instant yielding
begins the sheet has undergone only the conventional 0.2 % offset strain, so the
flow curve is evaluated at $\varepsilon = 0.002$:
$$Y_f = K\,\varepsilon^{\,n} = 70{,}000\,(0.002)^{0.25}
= 70{,}000\,(0.2115) = 14{,}803\ \text{lb/in}^2$$
Convert the flow stress to a grip force. Near the beginning the
blank is still flat, so the grip force is straight tension over the full original
cross-section $A_0 = w\,t_0 = 10(0.125) = 1.25\ \text{in}^2$:
$$F = w\,t_0\,Y_f = 10(0.125)(14{,}803)$$
$$\boxed{F \approx 18{,}500\ \text{lb}}$$
Find the stretched length from the finished geometry. The formed
part is a symmetric vee of total span 20.0 in and rise 5.0 in, so each half is the
hypotenuse of a 10-by-5 triangle:
$$L_f = 2\sqrt{(10)^2 + (5)^2} = 2(11.180) = 22.361\ \text{in}$$
True strain experienced by the metal. Because the width is
restrained by the grips, all of the elongation is taken up in length:
$$\varepsilon = \ln\!\frac{L_f}{L_0} = \ln\!\frac{22.361}{20.0}
= \ln(1.1180)$$
$$\boxed{\varepsilon = 0.1116}$$
Flow stress and thickness at the end of forming. Substituting the
final strain into the flow curve, and using constant volume with the width held
fixed,
$$Y_f = 70{,}000\,(0.1116)^{0.25} = 70{,}000\,(0.5780) = 40{,}463\ \text{lb/in}^2$$
$$t_f = t_0\frac{L_0}{L_f} = 0.125\!\left(\frac{20.0}{22.361}\right)
= 0.1118\ \text{in}$$
The sheet has thinned by about 10.6 %, which is exactly the thinning implied by a
true strain of 0.1116.
Stretching force at the very end. The force is again the current
flow stress acting on the current section:
$$F = w\,t_f\,Y_f = 10(0.1118)(40{,}463)$$
$$\boxed{F \approx 45{,}240\ \text{lb}}$$
The load has risen by a factor of about 2.4 over the operation, entirely because of
strain hardening.
Die force. At the end of the stroke each half of the sheet leaves
its grip at
$$A = \tan^{-1}\!\frac{5.0}{10.0} = 26.57^\circ$$
to the horizontal. The die must react the vertical components of the two grip
forces:
$$F_{die} = 2F\sin A = 2(45{,}240)\sin 26.57^\circ = 2(45{,}240)(0.4472)$$
$$\boxed{F_{die} \approx 40{,}460\ \text{lb}}$$
The die force is smaller than twice the grip force precisely because the sheet
is still fairly shallow; a deeper form (larger A) would drive the die load toward
$2F$.