Pitting Corrosion Investigation of Cantilever Beams Using F. E. Method
BE 5, Lecture 8 Geometric Properties I. Part I: Beams force Types of beam:...
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Transcript of BE 5, Lecture 8 Geometric Properties I. Part I: Beams force Types of beam:...
![Page 1: BE 5, Lecture 8 Geometric Properties I. Part I: Beams force Types of beam: ‘cantilever’‘simple’ supported on one end supported on both ends 3 point test:](https://reader035.fdocuments.us/reader035/viewer/2022062800/56649de45503460f94adb896/html5/thumbnails/1.jpg)
BE 5, Lecture 8Geometric Properties I
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Part I: Beams
force
Types of beam:
‘cantilever’ ‘simple’
supported on one end supported onboth ends
3 point test:
Force deforms beam into arc of radius, R.
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neutral plane
tension
R
ycompression
What is strain in section?
(y) = L/L = 2 (R+y) -2 (R) = y/R2 R
Thus, strain a distance y from neutral axis = y/R.If y is negative, strain changes sign:
-above neutral axis – compression-below neutral axis -- tension
What is stress in section?
(y) = E = E y/R
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Very important principle in structural engineering
mg
tension
compression
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What is stiffness of beam?
yb
y
dAyt
neutralplane
Calculate moment about neutral plane:
IR
EdAy
R
EM
dAyR
EM
dAyR
EdM
ER
y
t
b
t
b
y
y
y
y
2
2
2
dAyI 2Second moment of area:
beam equations:
yI
My
R
E
R
EIM ,,
Note:Larger for structures withstuff far away from neutralaxis.
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What does beam equation tell us?
R R = infinite
EI
M
Rdeflectiong
1= flexural stiffness
Units: 2nd moment of area ~ Length4
flexural stiffness ~ force x Length2
neutral axis
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What is second moment for common objects?
dAyI 2
44 RI
)( 444 io RRI
What if there is a cost to material?
Performance ~ ICost ~ Area
?A
I 4
2
2
441 R
R
R
A
I
4)(
)( 22
22
4441
i
i
i RR
RR
RR
A
I o
o
o
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~10 million species
Animals with hollow exoskeletons are very successful:
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How big do (did) they get?
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What sets the limit on how big cylinders can be?
mg
compressiveload
L
n = 1, 2, or 4
1 2 4
Two important failure modes (for compression):
1) Euler buckling
2
2
L
EInFEuler
failure in tension
e.g. pencil or femur snapping
2) Brazier or ‘local’ buckling
ERRkF ioBrazier2)(
e.g. soda can0.5< k <0.8
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Part II: Collagen
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Most common protein in vertebrate body BY FAR!20% of a mouse by weight.
33% glycine, 20% hydroxyproline
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Each tropo-collagen fiber held together by hydrogen bonds involving central glycines:
1 2 3 1
glycine
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fiberwithin fiberconstruction:
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Julian Voss-Andreae's sculpture Unraveling Collagen (2005)
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Part III: Bone
1) When/How did it evolve?
ostracaderm
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Dermal Bone=product of ectoderm
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Endochondrial bone= product of mesoderm
2) What is bone?
Bone is composite of collagen and inorganicCa2+ salts (mostly hydroxyapatite)= structural composite (like fiberglass)
Two main organizations:1) dense cortical or compact bone2) trabecular bone
Bone is living tissue:• synthesized by osteoblasts• disolved by osteoclasts• maintained by osteocytes
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Bone structure
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How do bones articulate?
joint types
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Linkage Systems
e.g. 4 bar system
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Four bar system
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4 bar system
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Torsional and Shear
E =
G =
E = Young’s modulus, = stress, = strain
G = Shear modulus, = shear stress, = shear strain
F
A
shear stress, = force/area
shear strain, = angular deflection
AreaL
L
Force
= force / cross sectional area = change in length / total length