Post on 31-Dec-2015
description
Tuesday, March 01, 2005
• Geometric and Mechanical Properties
• Mechanical Statics
• Review-
Thick walled sphere
• Equilibrium• Pressure inside• Average stress in wall
• Pressure from outside
• Pressurized both sidesh
pr
h
pr
rrh
rp
rrh
rp
rr
rp
prrr
oi
PP
io
ooP
io
ii
io
iiP
iiPio
outin
out
in
in
22
)(
)()(
)(
2
2
22
2
222
Charged polymers: Electromechanical Chemistry
I.e. Alanine charge+H3N-CH-COO-
CH3
pKa =9.9 pKa =2.7
pH pKalog A
HA( )
- = fractional charge = A
A
AH 1
11
alog pH pKa( )
- =
Aqueous charge
X Y Z
Meridions
Latitudes
Losing volume, not gainingarea;
21
11
RRC
Curvature
Shape : Oblate sphere
Slow cell squishing
b 0FRAME
5
a 3FRAME
10
Curvature
Membrane Tension
T m T m
T m
T m
P
P
R
T m dyT m dy
P
1. Hemisphere
2. Patch
3. Patch in x-z plane
R
dx
d
Tdy
Tdy
Tdy d
4. Vertical Resultant
dxdy
T
T
Tension on membrane patch
Ri
Rc
T
FT = 2 Ri T sin()
Tension force pulling down:
Fappl + FT = P Ri 2
Force Balance
Fappl
Tangent-Curvature
2
2
;)(
s
rC
s
rst
Cs
t
R(s)= position
t1
t2
Forces on Rods
• Does compressive force play a role?• Failure mode is buckling-To analyze must
consider geometry when it buckles-• (1) get m.o.I; • (2) general formula for moment in the rod.
(3) moment as a fxn of applied F.• (4) relation between R of curvature and x,
(5) simplify eqn.
Step (1) Moment of Inertia of c.s.
4
)(4
)(2
2
2/122
0
2
2/122
2
R
dyyRyI
dyyRdA
dAyI
R
For hollow cylinder,subtract the hollow portion.
Step (2) Bending a rod
y
s
s+s
dA
)1.......(..........
1
........
0....0
dAR
yEdF
dA
dF
EER
y
s
s
ctrcommonhavearcsR
yR
s
ss
ywhens
l
R (at neutral surface) is assumed constant onthe small segment.
Step (2) reiteration(Landau & Lifschitz, 1986 , Theory of Elasticity)
R
Ey
dA
dFR
y
s
sstrain
strainE
yatdA
dF
}{
}{
)2(..........)(
)(
2
sec
xR
EIxM
R
EI
dAyR
EydFM
ydFdMnowfinddAR
EydF
tioncross
Step (2) continued: Integrate
dAyI 2
Step (3) Moment due to appl F
)2.......()(
..........
)3)......(()(
xR
EI
xPhxM
P
h(x)
x
P
P P
)sin()(
......
)4.........()(
/1
max
22
2
2
2
2
2
2
2
cL
xhxh
xdt
xdasformsame
EI
xPh
dx
hdso
dx
hd
ds
rdcurvatureR
Note similarity to harmonicMotion :
Minus sign because Curvature is negative.
From before:
(5)
Step (4)
.......... curvesgentlefor
)()()(
xR
EIxPhxM
Hmax occurs at Lc/2 and h(0) = h(Lc)= 0.
22
2
2
2max
22
2
)()(
.....
)4.......()(
.............................
)5)...(()()sin()(
cc
cc
LEI
Lf
fPSoEI
xPh
dx
hdand
xhLL
xh
Ldx
hd
fbuckle
buckle
c
Step (5) Differentiate h twice
• Use spring equation. Hmax occurs at Lc/2. h(0) = h(Lc)= 0. We can relate F to Lc by double differentiating h, and then comparing it to the previous formula for the moment.
• Buckle force is independent of hmax . Rod will buckle when P> Pbuckle
• Can a microtubule withstand typical forces in a cell?
22
2
2
2
2
max2
2
2
)/()/(
)/(
)(
)()/(
)/sin()/(
LcLcEIP
LcEI
P
xhEI
P
dx
hd
xhLc
LcxhLcdx
hd
f
2
2
1 L
EIP
2
2
2 4L
EIP
2
2
3 4L
EIP
Buckling ofRods withDifferentFixations
Buckling of cell without reinforcement
))1(3
(2
2
2
2
h
L
Ecrit
Tissue Mechanical Environment Normal Range Cell Types
Bone,Cartilage
Weight bearing forces Continuous: 1X -4X Body weight
Osteocytes,Osteoblasts,Chondrocytes
ArterialEndothelium
Fluid pressure and shear Pulsatile: 60-140mm Hg;
Endothelial
Tendon Tension Up to 560 +- 9Kg/cm2
Nerve
Skin Compression and shear NerveOrgan ofCorti
Fluid shear Hair
Muscle(Intrafusal)
Tension Nerve/specializedmuscle
Muscle(Extrafusal)
Tension; active contraction Smooth, cardiac,and skeletalmyocytes
Mesangium Fluid pressure and shear Pulsatile: 60-140mm Hg
Mesangial
• Living cells are both affected by and dependent upon mechanical forces in their environment. Cells are specialized for life in their own particular environments, whose physical stress patterns become necessary for normal functioning of the cells. If the forces go outside the normal range, then the cells are likely to malfunction, possibly manifesting as a disease or disability.
Material efficiencyStrength/weight
RodSquareBar
Fiber orientation for strength
A: Actin fibers in two C2C12 cells. B,C: C2C12 cell with a schematic representation of the actin cytoskeleton, whichis predominantly orientated along the first principal axis of the cell. As a result of the actin fibers, deformation of the cell and itsnucleus is restricted in this direction.
Cell Walls for strengthHow thick does wall need to be to withstand normal pressures inside a bacterium, I.e. 30-60 atm. ?Lets say lysis occurs @ 50% strain. We can approximate KA By KVd, and for isotropic wall material, Kv ~ E, so,failure= 0.5 KA= RP= 0.5 E d. So to not fail,d> 2RP/E . So for R = 0.5 M, P= 1 atm,
nM
x
xd
3
10103
10105.027
56
Homogeneous rigid sheet: Biomembrane
Bilayer compression resistance, KA = 4 J/M2
Stretching membrane thins itexposing hydrophobic core toWater. Rupture at 2-10% areaExpansion, so say lysis tension~ 0.2 J/M2. For a 5 m cell ,
P= ~ 8000 J/M3 ~ 0.08 atm. at rupture.
Comparative Forces
• To pull a 5 m cell at a speed of 1 /sec:
• F= 6Rv = 0.1 pN
• Compare this with force to bend or buckle hair, 10 cm length, R = 0.05 mm:
• 5 x 10 4 pN
• or to move it 1 cm:
• F = 3 f z/L3 = 1.5 x 10 6 pN
bucklefF
Comparative Forces
• Adhesion force between proteins on cell and on matrix: tens of pN.
• Spectrin spring constant = 1-2 x 10 –5 J/m2
so to stretch by 0.1 um takes 1 pN.
Properties of the CSK
• A dynamic structure that changes both its properties and composition in response to mechanical perturbations.
Pulling on CSK
y
y
y
y
y
Uni- and Bi-axial Stress and Strain
Take the case of unconstrained isotropic object compressed in the y direction:
Before strain After strain
x
• Note that for an elastic material the strain occurs almost instantaneously upon application of the stress. Also note that to maintain constant stress, y , the applied force must be reduced if the face area increases, but this would be a negligible change for all
practical situations.
• The strain in the y direction is:
•
Ey
y
• Because the transverse direction is unconstrained:
•
• and,
•
xyy E 2'
yxy 2'
Thus the new stress in the y direction is the original unconstrained stress plus the stress caused by transverse constraint:
xyy E
Now, Consider the case where the x direction is constrained from movement. I.e. transverse
movement is resisted, making y
y
xx
Solving for y we have the biaxial strain equation:
)(1
xyy E
Z
Y
X
xx
yx
zx
xy
yy
zy
xz
yz
zz
3-Dimensional stresses (stress tensor)
Stress components @ Equilibrium
0
0
0
3
33
2
32
1
31
3
13
2
22
1
21
3
13
2
12
1
11
xxx
xxx
xxx
Blood Forces
Y.C. Fung
Analyze a Small element of upper EC membrane : (Also a mult-part solution)
x
y
z
Cell 1 cell 2 cell 3
Flow
Analysis of EC upper membrane
0
,,
zyyzxzzx
xzzxzyyzyxxy
xx
yx
zx
xy
yy
zy
xz
yz
zz
Symmetrical
(Fluid Mosaic)
x
y
z
0
,
yxxy
yxxy
On surface facingblood
On surface facingcytosol
x
y
z
h
xx
xzxyxx
dyT
zyx
0
0
x
y
z
h
xxx
yxxy
yxxy
dyT0
0
,
On surface facing
blood
We need membrane tension as f()x
y
z
Define
LTdxx
T
x
T
dyT
ce
dyy
dyx
egrateanddymultbyzyx
x
Lxx
h
xxx
hxy
hxx
xzxyxx
0
0
00
0
sin
0
int0
(if Tx= 0 @ x=0)
x
y
z
Stress on cell from flow
h
L
h
T
so
hT
xxx
xxx
@ x = -L
For = 1 N/m2 , L= 10 m, h = 10 nm
2310m
Nxx m
NTx
610
Shear stress from flow in a pipe
rL
P
raL
PrU
dl
dU
2
)(4
)( 22
P1 P2
Fluid Pressure is omnidirectional
>
A
dZ
dx
dy
P1
P2
P3
P4q
P5
Rotate by 90, and see also:
P4 = p5
P1 dy dz = P2 sin(q) dz dy/sin(q)
P1= P2
Fx = 0
P3 dx dz = P2 cos(q) dz dx/cos(q)
P2=P3
Fy = 0
Fz = 0
Hence P1=P2=P3=P4=P5 =P
Two State Transitions
2121212
2121211
XKXKdt
dX
and
XKXKdt
dX
2
1
2
12221
1211
X
X
X
Xaa
aa
XAX
1221
1221
kk
kkA
Entropic springs
Large reeFew Configurations
Small reeMany Config-urations
4-segment chain configurations RNA
24
Applying a tension to the zero ree statereduces possible configurations to 10.S drops from ln(16) to ln (10). Hence tension translates to loss of entropy.
tension
Sudden extensions of 22 nM (unfolding) when forces above 14 pN are applied
22 nM
Rate Constants
Kopen = 7 sec-1
Kfold = 1.5 sec-1
Kopen = 0.9 sec-1
Kfold = 8.5 sec-1
RNA unfolding
Sudden extensions of 22 nM (unfolding) when forces above 14 pN are applied
22 nM
Coding of Probability
1
))(1(i
i
t
t
dttnKT
Integral pulse frequency modulation
Probability Pulse frequency and width Modulation
Pulse Width Modulator
2
1
)(t
t
dttu
Leaky integrator
Thresholder
Pulsesout
Inputs
Reset
Mechanical Models
Voigt solution1
Z
1
Rs C Z
1
C
s1
Laplace domain V s( ) I s( ) Z s( )I o
s
1
C 1
s 0( ) s1
taat eeaa
21
12
1 = bi-exponential decay
Time domainV t( ) I o R 1 e
t
E o
E1 e
t
Classwork
• Make a simulink model of the RNA unfolding kinetics. Your model should be well documented, according to the following guidelines:
• All parameter boxes should be labeled
• Document boxes should be included to describe operations
• Internal parameters, such as initial conditions, should be specified
• Sub-systems should be used so that the entire model can be fit onto 1 page and each sub-system can be printed separately, with documentation.
• A separate description of the system and all formulae should be made.
• Outputs should be the predicted, as well as measured probabilities
• A reasonable noise level should be placed in the model
Control System, I.e. climate control
Sensor Plant-
--
-
Output
Error
Perturbation
Feedback
Set Point
Temperature Control
BAsIC
su
sysG
CXY
BUAXX
T 1)(
)(
)()(
0
1
1
0
03
10
C
B
A
G(s)Y(s)U(s)
1/s 1/s+
-1
3
X2 X1
0
1
1
0
03
10
C
B
A
)()(
)()()(
tCXty
tBUtAXtX
• Patterns on silicon with fibronectin.
• Cells grown on small pattern : Apoptosis
• On a line they differentiate
• On a large surface, they grow.
Mechanical Terms Review
• Statics and dynamics
• Kinematics and kinetics
• Vector and scalars
• Forces, resultants
• Deformation
Homework
Using the data shown in Figure previous, and the ground free energy, Fo = 79 kT, graph the unfolding and folding probabilities, using Excel or other program. Put actual data points for the selected forces on your theoretical curve.
Tensiometry
Balance
)(12
12
32 RR
RR
R
FT
TCP
Plates coated with poly-HEMA
Compression of cells reduces theload measured by the balanceby an equivalent amount
Liquid behaviour: Surface tensions of embryonic tissue
0
5
10
15
20
25
Neu
ral
reti
na
hear
t
mes
oder
mdynes/cm
NRLHEpM
120/12/13/14/15/1 P
Liquid Properties