|
|
EDA365欢迎您登录!
您需要 登录 才可以下载或查看,没有帐号?注册
x
, `- R- \" q! L9 S5 t0 Q- a0 Y
- I; e( ^, v c) j, k7 [5 [clc
7 t3 _5 B) I1 U$ [# R% H) S2 W0 Eclear7 S4 W! `! x; N& |" Z
syms thetal1 thetal6 thetal4 thetal5 thetal8 s r
' r D1 B% h; f5 M7 h9 N* L+ S& f- j/ [thetal1set=[90:1:120];3 U3 J3 {4 S4 ~7 C. {
thetal2=348;
: p1 R5 R- k3 A" l2 v3 w2 Z3 Uthetal3=12;6 a' j# z. y& X3 s m0 g* w
thetal8=12;
+ O$ W. y8 z* D6 y$ S+ ithetal6=zeros(size(thetal1set));2 p- ?* T# J* g: I4 e9 D
thetal4=zeros(size(thetal1set));; f9 O: z+ c8 B+ D& \
thetal5=zeros(size(thetal1set));
6 g( F X" z# O6 f6 f2 Ithetal8=zeros(size(thetal1set));, o7 v9 k/ M8 k, ~8 o% V$ C+ N _
s=zeros(size(thetal1set)); e0 p# q+ G: M: [
r=zeros(size(thetal1set));
5 W R- v4 p4 ?+ o& z- ^1 oa=0.55;
8 H( k+ S4 |: j: t8 U5 d! {% @; t$ cb=0.89;
: P2 Z& H5 Z2 }l1=0.19;
' \5 ?; ~& N# m' P+ M) Ml2=0.38;' C# I; z! M: M# } n
l4=1.007;
* i7 z- h: f! c. W) Yl5=0.15;
# m3 s2 X9 E. o8 m4 Gl7=0.45;
) t, L' C) d! hl8=0.22;
* I2 c2 {4 j+ r1 pl9=0.18;, }, ~# p4 ~ u: B; c6 }
f2=2034/4*cos(12*2*pi/360)*0.4*2;9 A9 Y# a; K, ~+ A
for i=1:1:numel(thetal1set)+ u2 }: H# l+ o9 G% s
thetal1=thetal1set(i);' e3 Z6 z9 A$ x5 p$ t7 v
eq1=l4.*cos(thetal6*2*pi/360)+l1.*cos(thetal1*2*pi/360)==l5.*cos(thetal4*2*pi/360)+s.*cos(thetal3*2*pi/360);% S- E7 ~) [" _9 U J, Z, c
eq2=l4.*sin(thetal6*2*pi/360)+l1.*sin(thetal1*2*pi/360)==l5.*sin(thetal4*2*pi/360)+s.*sin(thetal3*2*pi/360)-l8;( z2 x8 N. l6 G$ d
eq3=l7.*cos(thetal4*2*pi/360)+l9.*cos(thetal5*2*pi/360)+s.*cos(thetal3*2*pi/360)==b;: s; Z5 V1 L7 Z
eq4=l7.*sin(thetal4*2*pi/360)+l9.*sin(thetal5*2*pi/360)+s.*sin(thetal3*2*pi/360)==l8+a;2 U( I1 L9 h" u3 I6 O
eq5=l4.*cos(thetal6*2*pi/360)+l5.*cos(thetal4*2*pi/360+pi)+l1.*cos(thetal1*2*pi/360)==r.*cos(thetal8*2*pi/360);
6 J. p. r8 g- C8 {; Y9 k, N2 x eq6=l4.*sin(thetal6*2*pi/360)+l5.*sin(thetal4*2*pi/360+pi)+l1.*sin(thetal1*2*pi/360)==r.*sin(thetal8*2*pi/360);7 n) [, D3 I$ i9 X
sol=vpasolve([eq1,eq2,eq3,eq4,eq5,eq6],[thetal6,thetal4,thetal5,thetal8,s,r])
! e- [2 F. {+ H$ F thetal6(i)=double(sol.thetal6);
0 e4 c% E/ y8 x+ _& o* \' t% [ thetal4(i)=double(sol.thetal4);' T# N$ k, n1 a# S6 u: K) N( u
thetal5(i)=double(sol.thetal5);
( e {" `) F% J thetal8(i)=double(sol.thetal8);/ @. n' @+ N$ N( F4 g q
s(i)=double(sol.s);/ W' b0 R9 c0 A- _
r(i)=double(sol.r);0 m- r7 }, R9 X- k* {
t=sqrt(l1^2+r^2-2*l1*r*cos(thetal1*2*pi/360+thetal8*2*pi/360));) J6 D' G" X7 `7 Y' d
thetal7=acos((l4^2+t^2-l5^2)/(2*l4*t))+acos((l1^2+t^2-r^2)/(2*l1*t)); 5 K: b- W2 j6 J) ~$ U! S
F1=f2*l7*sin(thetal4*2*pi/360-thetal3*2*pi/360)/((l5*sin(pi-acos((l4^2+l5^2-t^2)/(2*l4*l5)))));
0 Z' A* u) c6 G L F=F1*l1*sin(thetal7)/(l2*sin(pi-thetal1*2*pi/360));& C+ `$ Y& l" b* o( l% o; ~2 t
end( P) H0 m- u* X3 M) G3 Y
plot(thetal1,F)
5 `3 d" {1 \/ I% k& h3 I8 u& {xlabel('角度/。');
: i6 n) h( H6 wylabel('缓解力/N');( W4 @6 i* f/ O
hold on
5 i6 p$ H' f: ]1 a9 ygrid on
1 f- l$ W; [( A, z$ X6 H! N% m* O" Q ~/ E* m- a' G
![]()
( j' |$ V* k7 v5 c) v( d5 k
3 s/ o* d6 H) e8 e w" t% K& O' U- O3 [
|
|