4R机构 矩阵法求解运动学

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1..建立D-H 坐标系。

D-H 坐标(后置)

杆号 转角变量

θi

连杆扭角αi

连杆间距d i 连杆长度a i 1 1θ -2π

0.5 0 2 2θ 2

π

0.5 0 3 3θ -2π

0.5 0 4 4

θ

2

π

0.5 0 5

0 0

0.5

2.计算T i i−1

T

i i−1=[

R

i i−1P 00

0i

];

R

=[Cθi Sθi

−Sθi Cαi Sαi Sθi

Cθi Cαi −Cθi Sαi 0

Sαi Cαi

]i i−1

;

P =(a i Cθi

a i Sθi d i );T =[Cθi −Sθi Cαi Sθi Cθi Cαi Sαi Sθi a i Cθi

−Cθi Sαi a i Sθi

Sαi 00Cαi d i 01

]i

i−1.即:

T =[Cθ1−Sθ1Cα1Sθ1Cθ1Cα1Sα1Sθ1a 1Cθ1−Cθ1Sα1a 1Sθ10

Sα100Cα1d 101

]10

即:T =[Cθ10Sθ10−Sθ10Cθ100 −10 0

0 0.50 1]10

∴ T =[Cθ20Sθ20Sθ20−Cθ200 10 0 0 0.50 1]21; T =[Cθ30Sθ30−Sθ30Cθ30

0 −10 0

0 0.5

0 1

]32;

T =[Cθ40Sθ40Sθ40−Cθ400 10 0

0 0.50 1

]43; T =[1 00 10 00 0 0 00 0 1 0.5 0 1]t 4

3. 任意设定各关节变量,计算T T 0

(解运动学正问题);

设定θ1=θ2=θ3=θ4=π3⁄ ,则:

T =T 10∙T 21∙T 32∙T 43∙T t 4

t

=[0.500000.86000−0.866000.500000 −10 0 0 0.50 1]∙[0.500000.860000.86600−0.500000 10 0 0 0.50 1]∙[0.500000.86000−0.866000.500000 −10 0

0 0.5

0 1]∙

[0.500000.860000.86600−0.500000 10 0

0 0.5

0 1

] . [1 00 10 0

0 0 0 00 0 1 0.5 0 1]

=[−0.6875 −0.6495−0.3247 −0.1250

−0.3247

−0.7036 0.9374 1.0312

−0.6495 0.75000 0

−0.1250

1.0625 0

1.0000

]

4. 利用Paul 反变换法求解各关节变量.

∵ T =T 10∙T 21∙T 32∙T 43∙T t 4

t 0

在式的两边同时乘T −110

得:T −1∙10

T =T 21∙T 32∙T 43∙T t 4t 0

………………………………………⑴

由T 10得T −110=[C θ1S θ1

0000−10.5−S θ1C θ1

00

0001

]

∴⑴式左边为 T −1∙10T t 0=[C θ1S θ1

0000−10.5−S θ1C θ1

00

0001]∙[−0.6875 −0.6495−0.3247 −0.1250

−0.3247 −0.7036

0.9374 1.0312

−0.6495 0.7500

0 0

−0.1250 1.0625

0 1.0000

]=

[

−0.6875C 1−0.3247S 1−0.6495C 1−0.1250S 1

0.6495−0.7500−0.3247C 1+0.9374S 1

−0.7036C 1+1.0312S 1

0.1250

−1.06250.6875S 1−0.3247C 10.6495S 1−0.1250C 1

00

0.3247S 1+0.9374C 1

0.7036S 1+1.0312C 1

1

]

⑴ 式右边为:

T 21∙T 32∙T 43∙T t 4

=[n x o x n y o y a x p x a y p y n z o z 00a z p z

01

] 其中: n x =C θ2C θ3C θ4−S θ2S θ4 ; n y =S θ2C θ3C θ4+C θ2S θ4 ; n z =S θ3C θ4 o x =−S θ3C θ2 ; o y =−S θ3S θ2 ; o z =C θ3

a x =C θ2C θ3S θ4+C θ4S θ2 ; a y =S θ2C θ3S θ4−C θ2C θ4 ; a z =S θ3S θ4 p x =0.5C θ2C θ3S θ4+0.5C θ4S θ2−0.5S θ3C θ2+0.5S θ2 ; p y =0.5S θ2C θ3S θ4−0.5C θ4C θ2−0.5S θ3S θ2−0.5C θ2 ; p z =0.5S θ3S θ4+0.5C θ3+0.5 由⑴式两边对应元素相等得

S θ3S θ4=0.3247S 1+0.9374C 1 …………………………………………………………………⑵ 0.5S θ3S θ4+0.5C θ3+0.5=0.7036S 1+1.0312C 1 ……………………………………………⑶ C θ3=0.6495S 1−0.1250C 1 ……………………………………………………………………⑷ 解得θ1≈π3⁄ ,将θ1≈π3⁄代入⑷得θ3=π3⁄ 将θ1,θ3代入⑵得θ4=π3⁄

又∵−S θ3S θ2=−0.7500 …………………………………………………………………………⑸ 解得θ2=π3⁄

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