本帖最后由 潑墨 于 2013-12-19 19:24 編輯
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Two metallic beams a and c are fixed to a block as shown below. Both beam a and beam c remain perpendicular
: r% L& S$ J0 \/ {6 W3 Oto block b at the connecting points. Beam a is attached to a wall and it remains perpendicular to the wall at the
, B) Y4 i4 C1 X% @/ jother end. Beam c is passed through a hole in the wall. Direction of the hole is perpendicular to the wall surface.
5 [1 O9 j" O% K( c8 x( C3 ~; ]7 ~! J. MRelated dimensions are shown on the diagram. The diagram is in millimeter. Beams a and c have a circular [8 Q7 `" g% Z5 n
cross-section with a diameter of 0.7mm. The Young’s modulus is 70 GPa. Both beam a and beam c are initially
$ T5 e# O4 g! @' e6 g9 ? C- y0 P" }straight.
7 [1 v' i, O# J+ MNeglect gravity. Assume a perfect linear relationship between stress and strain for beams a and c . Neglect axial
) d: ^7 c6 }" v5 Q: m0 e, X+ kelongation or compression of beams a and c .
" u* q$ b; W. z; {) _1 T3 \ `: _Using elliptic integrals, derive relevant entities to predict the final shapes of beams a and c when beam c is pulled + j' _) [) x) R% a! K
for 10 mm in the indicated direction.
; R, @/ H3 t9 Y7 Q% QUse Matlab to implement your derivations and plot the deflected shapes of beams a and c in a figure. You should
, K. j2 c1 k* A' H7 K5 ralso plot block b at the desired position. Please make sure your plot has a correct X-Y scale so that the figure $ q& o+ ^% z C. g7 R3 u: Q
looks realistic.
: y( i- r: }7 K% d3 gPlease also compare how close the deflected shapes of beams a and c are to circular arcs, by drawing circular arcs
# g/ X8 @! f- o/ Gwhich pass through the two ends of beams a and c . The circular arcs should also be perpendicular to the wall
6 V2 a0 d3 `9 Y; I4 h* z( `: E+ R( asurface at one end.
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