本帖最后由 泼墨 于 2013-12-19 19:24 编辑 ; Z7 f3 u& Y3 N( m
5 ~" I, i0 }; F( j+ D
Two metallic beams a and c are fixed to a block as shown below. Both beam a and beam c remain perpendicular 6 H- i' }9 e" l' R
to block b at the connecting points. Beam a is attached to a wall and it remains perpendicular to the wall at the - m1 M7 G2 v8 Y) M6 u: ]! `. Z! H
other end. Beam c is passed through a hole in the wall. Direction of the hole is perpendicular to the wall surface. * H8 ]0 @( R4 R' u
Related dimensions are shown on the diagram. The diagram is in millimeter. Beams a and c have a circular
0 ^( t$ n0 U: O: C, w* d% zcross-section with a diameter of 0.7mm. The Young’s modulus is 70 GPa. Both beam a and beam c are initially & O$ J( Y4 g& V, q: U
straight. $ ~( {9 D7 T. g
Neglect gravity. Assume a perfect linear relationship between stress and strain for beams a and c . Neglect axial
" S' j; h" S8 a) O% Helongation or compression of beams a and c .
( b6 M4 Q) a6 n- A5 \7 }Using elliptic integrals, derive relevant entities to predict the final shapes of beams a and c when beam c is pulled
[$ g( N! P+ {* pfor 10 mm in the indicated direction.
5 D" d8 z3 [5 _6 y% DUse Matlab to implement your derivations and plot the deflected shapes of beams a and c in a figure. You should 4 p. s3 a% W9 m9 Z3 w
also plot block b at the desired position. Please make sure your plot has a correct X-Y scale so that the figure
' ~* N! T' [! Blooks realistic. : F! v7 t+ x, h: |. y
Please also compare how close the deflected shapes of beams a and c are to circular arcs, by drawing circular arcs
8 u: ]' @0 d. G: z& O8 gwhich pass through the two ends of beams a and c . The circular arcs should also be perpendicular to the wall / _0 J2 S! W& @. r# r8 d" b
surface at one end. 8 A( }6 g; X5 k- J8 u1 G6 ^2 \) T1 z
|