|
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
7 ^& K B, ~& p. {
/ K" c, \ s! @4 R! M/ @+ v; W% vclc
: K. x! f7 C# U( {2 Aclear
+ ?; X+ w- y8 ~( G" ysyms thetal1 thetal6 thetal4 thetal5 thetal8 s r. q0 i: @$ ?" G& r
thetal1set=[90:1:120];
& ]5 l1 [: [5 @0 o8 Ythetal2=348;
8 P" s8 i5 I7 }' C) Rthetal3=12;
- s$ `3 b; p+ ]$ }8 f& Dthetal8=12;
) w$ _& ^7 k* I8 ?% @thetal6=zeros(size(thetal1set));
; Q5 j" Y" o+ D7 M) ^+ Uthetal4=zeros(size(thetal1set));, t2 q A6 Y+ M! R* u
thetal5=zeros(size(thetal1set));
: e' z) Z( F8 Q# P% c( k0 `thetal8=zeros(size(thetal1set));
' i. W7 b7 d, `6 Ts=zeros(size(thetal1set));5 M4 s7 ^( i- k! t) N" u- C
r=zeros(size(thetal1set));' l+ [$ y, z9 l: h
a=0.55;
3 b% R/ C- r2 W R4 }7 h( S% t+ bb=0.89;
) s0 {# W& m. `l1=0.19;) k8 W+ D! x" V2 g3 Q
l2=0.38;; D% a, R0 o% h( z! @, @
l4=1.007;
- S; Q$ D" O4 I. v% Dl5=0.15;; N/ t( R, c. A' _8 p. J4 C
l7=0.45;
1 a1 Z) l5 ]. Z+ {& ~: _, _3 zl8=0.22;
5 I) V! j) B# S' M3 el9=0.18;. S9 k6 b8 ^8 ^" f
f2=2034/4*cos(12*2*pi/360)*0.4*2;
* V* {# R; V+ O8 L% Z$ Yfor i=1:1:numel(thetal1set)! I$ e( h+ Q1 r9 N9 W' z
thetal1=thetal1set(i);8 S0 y! D+ `6 M( O
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);+ } W$ O. h3 q+ \0 ?9 n
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;
* S6 ^3 b) U8 ^1 \. B5 V0 k eq3=l7.*cos(thetal4*2*pi/360)+l9.*cos(thetal5*2*pi/360)+s.*cos(thetal3*2*pi/360)==b;
3 \3 [# |" i0 P0 _ eq4=l7.*sin(thetal4*2*pi/360)+l9.*sin(thetal5*2*pi/360)+s.*sin(thetal3*2*pi/360)==l8+a;
& ?6 P' K, O' q/ w 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);
/ F# ?; y4 T, U/ f+ } 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);
4 Y9 T3 k( W1 E4 |* ~ sol=vpasolve([eq1,eq2,eq3,eq4,eq5,eq6],[thetal6,thetal4,thetal5,thetal8,s,r])% {0 g0 X3 ]( m# j
thetal6(i)=double(sol.thetal6);+ i# U5 D% R/ ^3 n! {5 F0 |5 T/ U
thetal4(i)=double(sol.thetal4);
6 X/ J& U! [/ z thetal5(i)=double(sol.thetal5);. S) L; a4 ?* j6 |+ w9 X2 f
thetal8(i)=double(sol.thetal8);; K( v: Y6 V1 \! V6 C; j% M6 W% j
s(i)=double(sol.s);- o' e( X$ k0 U" |/ e! R, S" F
r(i)=double(sol.r);, ?" z8 l8 u9 ?1 @! V0 f; m
t=sqrt(l1^2+r^2-2*l1*r*cos(thetal1*2*pi/360+thetal8*2*pi/360));
0 U( Z0 ~6 E" l% l5 X" T5 r8 q thetal7=acos((l4^2+t^2-l5^2)/(2*l4*t))+acos((l1^2+t^2-r^2)/(2*l1*t));
! g* L% T$ W' I7 r 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)))));$ B. @0 ^; M% y' D' f/ N# O$ i
F=F1*l1*sin(thetal7)/(l2*sin(pi-thetal1*2*pi/360));! f* t0 }- b8 r) c' b
end$ K) v# e' \& Y/ L' V. O
plot(thetal1,F)
$ w0 _$ I a% Xxlabel('角度/。');
6 z$ O. P# i& vylabel('缓解力/N');
8 Z, N' @6 b. F& H! o3 t1 k# Khold on) \! x9 R. D2 Y
grid on
5 v" T" Y7 z; s" l" v/ ?8 U/ r
1 e8 g: U$ I/ y # N$ ^( F3 W3 d, V1 Z
# ^5 i `8 S5 T% y
) G9 F" x( u8 _+ N7 z |
|