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本帖最后由 潑墨 于 2013-12-19 19:24 編輯 # M, H% m S) Q8 m' M2 W7 ~1 ~; X
. E1 S/ b& u/ g6 {& i! Y8 W' a% {% ]Two metallic beams a and c are fixed to a block as shown below. Both beam a and beam c remain perpendicular & ?6 U: A" p3 D3 \/ i' w7 o
to block b at the connecting points. Beam a is attached to a wall and it remains perpendicular to the wall at the . n* w3 E; ?; x
other end. Beam c is passed through a hole in the wall. Direction of the hole is perpendicular to the wall surface. ; `# \4 d2 ~& w- w1 |
Related dimensions are shown on the diagram. The diagram is in millimeter. Beams a and c have a circular . A0 u* S+ B! \6 N& I, D! K4 p0 x, T$ V
cross-section with a diameter of 0.7mm. The Young’s modulus is 70 GPa. Both beam a and beam c are initially
0 B+ h/ u/ ? a" M% hstraight.
! h3 K1 S$ o9 ?Neglect gravity. Assume a perfect linear relationship between stress and strain for beams a and c . Neglect axial
" V: _ N0 J, f# ~+ T6 Relongation or compression of beams a and c .
6 I* R- u: `! VUsing elliptic integrals, derive relevant entities to predict the final shapes of beams a and c when beam c is pulled % {( I5 c3 j" b; F- J
for 10 mm in the indicated direction. 5 S: N8 n9 F5 d$ y! U m. {1 @
Use Matlab to implement your derivations and plot the deflected shapes of beams a and c in a figure. You should
9 v) k) i9 `1 G# m, b3 l2 m% G2 Ialso plot block b at the desired position. Please make sure your plot has a correct X-Y scale so that the figure
5 g" d; h; h+ N: \% Ilooks realistic.
: [, P) A: ?% G9 o9 T) FPlease also compare how close the deflected shapes of beams a and c are to circular arcs, by drawing circular arcs
$ y* G; L1 `" l" A, zwhich pass through the two ends of beams a and c . The circular arcs should also be perpendicular to the wall J1 w0 V/ [$ w9 b F% b8 Q; F
surface at one end. : b/ F4 z" I+ h! s# N0 k
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