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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.

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)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given.

QuantitySymbolValue
Starting blank length (flat)$L_0$20.0 in
Starting stock thickness$t_0$0.125 in
Blank width$w$10 in
Strength coefficient$K$70,000 lb/in²
Strain-hardening exponent$n$0.25
Formed shape (Figure b)—symmetric vee, 20.0 in span, 5.0 in rise

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.

(a) start of the operation - sheet flat, pure tensionFFflat blank, width 10 in(b) end of the operation - formed over the diedieFF20.0 in5.0 inA
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.

  1. 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 $\varepsilon = 0.002$: $$Y_f = K\,\varepsilon^{\,n} = 70{,}000\,(0.002)^{0.25} = 70{,}000\,(0.2115) = 14{,}803\ \text{lb/in}^2$$
  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 $A_0 = w\,t_0 = 10(0.125) = 1.25\ \text{in}^2$: $$F = w\,t_0\,Y_f = 10(0.125)(14{,}803)$$ $$\boxed{F \approx 18{,}500\ \text{lb}}$$
  3. 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: $$L_f = 2\sqrt{(10)^2 + (5)^2} = 2(11.180) = 22.361\ \text{in}$$
  4. True strain experienced by the metal. Because the width is restrained by the grips, all of the elongation is taken up in length: $$\varepsilon = \ln\!\frac{L_f}{L_0} = \ln\!\frac{22.361}{20.0} = \ln(1.1180)$$ $$\boxed{\varepsilon = 0.1116}$$
  5. 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.
  6. 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.
  7. 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 $2F$.

QuantityResult
(a) Stretching force at first yield18,500 lb
(b) True strain at end of forming0.1116
(c) Stretching force at end of forming45,240 lb
(d) Die force at end of forming40,460 lb
Final sheet thickness0.1118 in
Sheet angle at the grips26.57°
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