Cruz de Malta PDF

Title Cruz de Malta
Author Elena Dorado
Course Teoría de Máquinas y Mecanismos
Institution Universidad de Sevilla
Pages 17
File Size 1.5 MB
File Type PDF
Total Downloads 51
Total Views 134

Summary

Cruz de malta...


Description

Rueda de Ginebra

Rueda de Ginebra

P

3

2

|BP | = 17.3205 mm |AB| = 35 mm

θ B A

STL → http://www.thingiverse.com/thing:2462254

|AP | = 30 mm θ = 29.652o

Centro de masas M=

r CM =

i

mi

Pi

mi r i i mi

M (V) =

rCM =

V

dm =

rdm dm V

RV

=

V

ρ(r )dV r ρ(r )dV dm V

VR

Centro de masas M=

r CM =

i

M (V) =

mi

Pi

mi r i i mi

rCM =

?

V

dm =

rdm dm V

RV

=

V

ρ(r )dV r ρ(r )dV dm V

VR

Centro de masas M=

r CM =

i

mi

Pi

mi r i i mi

M (V) =

rCM =

V

dm =

rdm dm V

RV

=

V

ρ(r )dV r ρ(r )dV dm V

VR

Momento de inercia

[M L2 ] Ix =

Z

Iy =

Z

Iz =

Z

 2  y + z 2 dm  2  x + z 2 dm  2  x + y 2 dm

Momento de inercia

n

In = [M L2 ] Ix =

Z

Iy =

Z

Iz =

Z

 2  y + z 2 dm  2  x + z 2 dm  2  x + y 2 dm

V

h2 dm =

V

h2 ρ(r)dV

h2 = |r|2 − (r · n)2

Momento de inercia

n

In = [M L2 ] Ix =

Z

Iy =

Z

Iz =

Z

Iij =

Ixy = −

 2  x + z 2 dm

Ixz = −

 2  x + y 2 dm

Iyz = −

V

h2 dm =

V

h2 ρ(r)dV

h2 = |r|2 − (r · n)2

 2  y + z 2 dm

2

V

(r δij − xi xj )dm =

V

2

xydm Z

Z

yzdm



Ixx I =  Ixy Ixz

Ixy Iyy Iyz

 Ixz Iyz  Izz

yzdm

(r δij − xi xj )ρ(r)dV

In = n · In > 0

Momento de inercia

n

In = λn 

II I= 0 0

0 III 0

0 0 IIII

 

Teorema de Steiner

Iij =

V

2

(r δij − xi xj )dm



Ixx I =  Ixy Ixz

  O G + M |d|2 δ − d d Iij = I ij ij i j

I zO = IzG + M |OG|2

Ixy Iyy Iyz



Ixz Iyz  Izz

Momento de inercia Significado +sico de los momentos cruzados

fi = −m0 ω 2 r

FI = −Mω 2 r¯

Momento de inercia

Momento de inercia

?

Rueda conducida Centro de masas

Rueda conductora

|BP | = 17.3205 mm

Eje de rotación

B

Centro de masas

P

Ejes principales

Problema plano

|BP | = 17.3205 mm |AB| = 35 mm |AP | = 30 mm θ = 29.652o

P

V ol2 = 3043, 88 mm3 V ol3 = 5698, 61 mm3

θ A

G2 B

IA = ρ

V

(x2 + z 2 )dV =

= ρ 2.18091 × 106 mm5 = = 382.7 m3 mm2 Centro de masas

IG2 = ρ

V

(x2 + z 2 )dV =

= ρ 302468 mm5 = = 99, 7 m2 mm2

z x

Problema plano

|BP | = 17.3205 mm |AB| = 35 mm |AP | = 30 mm θ = 29.652o

P

V ol2 = 3043, 88 mm3 V ol3 = 5698, 61 mm3

θ

G2

A

B

IA = ρ

V

(x2 + z 2 )dV =

= ρ 2.18091 × 106 mm5 = = 382.7 m3 mm2 Centro de masas

IG2 = ρ

V

(x2 + z 2 )dV =

= ρ 302468 mm5 = = 99, 7 m2 mm2

z x d

G2 B

IB = IG2 + m2 d2...


Similar Free PDFs