|
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
' A; r ^# d5 n, {% y( \! Z/ N9 K: l7 ] C
clc% L3 w& F2 n, p p0 `( q- z( M6 n' `
clear
' l) [) I7 f0 l# t& Msyms thetal1 thetal6 thetal4 thetal5 thetal8 s r
7 |8 {- P6 l6 B) E' ^thetal1set=[90:1:120];8 V; ]# y6 s/ P- J8 P3 v9 }
thetal2=348;
6 `6 H1 K6 }. Mthetal3=12;
% k3 ?$ a J8 `; s6 q* s- uthetal8=12;! {; K9 R3 T1 b
thetal6=zeros(size(thetal1set));
_$ u8 |/ i7 b" H0 m' b" Nthetal4=zeros(size(thetal1set));' h( Z7 u; O+ s8 o: n
thetal5=zeros(size(thetal1set));5 H4 W9 d0 m. w* Q7 O$ u2 b0 Q
thetal8=zeros(size(thetal1set));
( h2 n6 `7 S, F9 H4 e8 Es=zeros(size(thetal1set));
" `* Q) Q5 `3 v/ [( z; f, ^+ ?+ Pr=zeros(size(thetal1set));
1 u x( [# I/ ]7 j$ t X! A; Z2 Wa=0.55;" v9 f$ A. b- e; t5 z. I$ Y8 M
b=0.89;- ?4 [1 e- U. {- U5 j8 z9 P9 a
l1=0.19;& V1 v9 }- T' M9 R" f# o. E
l2=0.38;) B) ~. E. A2 s3 w* H% ~1 U
l4=1.007;
" M3 k; w( d. Ll5=0.15;
" X! N$ K3 q) v: F! S% Nl7=0.45; S& t: S( ?; y& Z4 U. |
l8=0.22;
7 w2 [" U L, t, \l9=0.18;
- N5 T0 L, U( Wf2=2034/4*cos(12*2*pi/360)*0.4*2;
8 Q4 p+ Q7 [' Q. W1 Dfor i=1:1:numel(thetal1set)* a" q5 W6 e7 d% |4 C5 U$ G
thetal1=thetal1set(i);" X* C7 N2 ]( `: G6 }# s
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);
% W5 F F0 A2 _+ O2 t& ^ 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;1 ]8 u9 ~$ ]/ J7 S( r% c% c0 l
eq3=l7.*cos(thetal4*2*pi/360)+l9.*cos(thetal5*2*pi/360)+s.*cos(thetal3*2*pi/360)==b;( R2 D! g! J' ~
eq4=l7.*sin(thetal4*2*pi/360)+l9.*sin(thetal5*2*pi/360)+s.*sin(thetal3*2*pi/360)==l8+a;
0 D. k& K7 n- a 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);
3 Q4 F1 ?; ?+ U 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);
: h( t* |, b* c; T _1 v4 }' R sol=vpasolve([eq1,eq2,eq3,eq4,eq5,eq6],[thetal6,thetal4,thetal5,thetal8,s,r])% } m7 ]: b; ~, Z$ I
thetal6(i)=double(sol.thetal6);
! G" g4 l J& z. _7 @( X" n% k+ Q thetal4(i)=double(sol.thetal4);* ~( a' Y* U8 u( E
thetal5(i)=double(sol.thetal5);
6 g0 H) ]) ?2 B/ v thetal8(i)=double(sol.thetal8);
7 m! [0 U1 u; e0 x* A2 p s(i)=double(sol.s);: ^: z5 g1 M; i, |" R) L
r(i)=double(sol.r);
( j1 V; v- d4 r7 |# k: i t=sqrt(l1^2+r^2-2*l1*r*cos(thetal1*2*pi/360+thetal8*2*pi/360));
* j; ?+ c w- n6 T. f thetal7=acos((l4^2+t^2-l5^2)/(2*l4*t))+acos((l1^2+t^2-r^2)/(2*l1*t)); * r4 H* {$ t# d5 z% t! B" `
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)))));
) C) Q! B }" S9 }# b F=F1*l1*sin(thetal7)/(l2*sin(pi-thetal1*2*pi/360));4 k5 g4 J# j1 b7 [3 t" T; B/ X" o
end
3 @; P; I6 X1 Gplot(thetal1,F)% D' w0 y' z6 c6 \; {: V; N
xlabel('角度/。');
) c3 F* A3 T1 L" w' d: ?; c9 mylabel('缓解力/N');
" i* Y' w/ n9 @% x$ X5 l5 thold on: l: i# f2 [9 c6 B- U2 x
grid on$ `2 ]" I& g5 B+ C" f; K8 y# \
9 O1 m( z; o) m% N4 p7 v" n
5 U/ H7 r4 t2 Q9 f
$ e7 c( T3 E( R0 O
4 F E1 @7 T4 C) `9 E |
|