Materials, Structures, and Bridge Design
Transcript of Materials, Structures, and Bridge Design
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April 6, 2010
Unit 5
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Why might
Materials and Structures
be important to engineers?
Structural Optical FluidThermal Biotech Electrical Electronic Mechanical Material
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1. What material properties do we use to characterize materials?
2. How are those properties determined?
3. What are the parameters that affect materials in tension and compression?
4. What are the optimal sizes of tension and compression members to satisfy design requirements?
5. What forces do effective structures overcome?
6. What is a truss and what structural problems do they solve?
7. What sort of calculation goes into bridge design?
Unit 5 will answer the following questions:
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Let’s look at your Final
Engineering Practicum Project:
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Design and Constructionof a
Spaghetti Bridge
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1) To take math and science out of the textbook and into a project involving design, planning, and construction.
2) Because the process is instructive and fun, and it exemplifies the difficulties of putting theory into practice.
You can build a bridge (or anything, for that matter) without math and science.
But – to carry a maximum load, you need to understand material properties, the theory of beams, and the physics of canceling forces (statics).
Why a Bridge Project?
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1) Cost
2) Spaghetti is very unforgiving.
3) Available in a nice form for construction.
Why Spaghetti?Why not toothpicks or Balsa Wood?
Build a bridge out of spaghetti and epoxy that carries the most load suspended from the middle of the span.
Project Goal:
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Material Constraints:
1) Regular-diameter spaghetti (2mm).
2) 5-minute epoxy.
Physical Constraints:
1) Minimum length > 50cm
2) 25cm maximum height
3) 250g maximum weight
4) Only horizontal supports on ends
5) Minimum decking width 5cm; maximum space between decking members, 2mm
Grading Criteria:
1) Minimum passing load is 7kg (15.4lb)
2) Highest class load determines grading scale (maximum load = 100%)
Design Criteria/Constraints:
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≥ 5cm ≤ 2mm
Bridge Decking
Load
50 cm
≤ 25 cm
5cm x 10cmLoading Platform
≤ 2.5cm
Total Weight ≤ 250gms
Criteria Schematic:
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We’ll begin by answering the question, “Why Epoxy?”
Why not white (Elmer’s) glue?1. It’s water-based – what problem does this pose for
spaghetti?Spaghetti is softened by the glue.
2. Glue joints take forever to dry. 3. Once dry, joints are not very strong.
Why not model (airplane) glue?Dries quickly, but joints are slightly flexible.
We want rigid joints.
Why not hot glue?Joints are far too flexible
Materials and their Properties
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“Why Epoxy?”Why Epoxy?1. It’s not water-based2. Creates rigid joints3. Can choose the drying time (5-, 10-, 30-minute Epoxy)
What is Epoxy?A polymer formed by the chemical reaction of a “resin”
and a “hardener” – two viscous liquids
Problems with Epoxy:1. Irreversible curing2. Very messy3. Must mix two equal portions4. Possible endocrine disrupter and main cause of
occupational asthma
Materials and their Properties
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Atoms
The story begins with atoms…Various combinations of the 115 or so elements make up all matter on Earth.
How?Bonding:
1. Covalent2. Ionic3. Metallic4. Hydrogen5. Van der Waals forces
Materials and their Properties
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Structure
Related to the arrangement of components1. Any length scale – nanometer, micrometer, meter, etc. 2.
Materials and their Properties
Diamond Graphite
C60 - Fullerene Carbon nanotubes
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Structure
Related to the arrangement of components1. Any length scale – nanometer, micrometer, meter, etc. 2.
Materials and their Properties
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Properties
What is a Material Property?1. A quantitative trait – tells us something about a
material, numerically2. They have units3. May be constant 4. May be a function of independent variables (like
temperature)
Materials and their Properties
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Properties
Materials and their Properties
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Properties
What is a Material Property?1. A quantitative trait – tells us something about a
material2. They have units3. May be constant 4. May be a function of independent variables (like
temperature)
Different types of Properties:Mechanical Optical Manufacturing Electrical AcousticalThermal RadiologicalChemical EnvironmentalMagnetic Atomic
Mechanical Properties relate deformation to applied load
Materials and their Properties
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Mechanical Properties
Young’s ModulusTensile StrengthCompressive StrengthYield StrengthShear StrengthDuctilityPoisson’s RatioSpecific WeightSpecific Modulus
Materials and their Properties
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Mechanical Properties – Stress-Strain Curve
Materials and their Properties
Typical yield behavior for non-ferrous alloys.
1: True elastic limit2: Proportionality limit3: Elastic limit4: Yield strength
Young’s Modulus
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Materials and their Properties
Mechanical Properties – Stress-Strain Curve
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Materials and their Properties
Mechanical Properties – Stress-Strain Curve
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Beams and loads--tension:
Beam under tension
Maximum load is tensile strength times cross-sectional area.Lmax = T * Acs
For regular spaghetti (diameter = 2mm), maximum loadis ~ 10 pounds.
Load capacity does not depend on length.
Failure occurs when ultimate tensile strength is exceeded.
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Beams and loads--compression:
Beam in compression
Failure occurs two ways:
1) When L/d < 10, failure is by crushing
2) When L/d > 10, failure is by buckling
We are almost always concerned with failure by buckling.
L
d
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Beams and loads--compressive buckling:
Buckling strength F = k * d4/L2
To determine constant of proportionality k:
1) Measure length and diameter of a piece of spaghetti2) Hold spaghetti vertically on postal scale3) Press down on spaghetti until it begins to bend4) Read load F on postal scale5) Calculate k
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Some consequences of buckling properties:
If a beam of length L and diameter d can support acompressive load of F,
L
dF
then a beam of length L/2 and diameter d cansupport a compressive load of 4F.
L/2
d4F
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L
2d16F
then a beam of length L and diameter 2d cansupport a compressive load of 16F.
L
dF
ALSO…
If a beam of length L and diameter d can support acompressive load of F,
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Bigger beams can be fabricated out of smaller beams,as in a truss.
The fabricated beam will have the same buckling strengthas a solid beam, provided the buckling/tension strengthsof the component beams are not exceeded.
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Beams and loads--bending:
Very little strength. Never design a structure thatrelies on bending strength to support a load.
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Beams and loads--bending:
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Statics – the two conditions for static equilibrium are…
1) At each joint or node: 0,0,0 zyx FFF
2) Triangles cancel out moments
3) Joints are assumed to carry no bending loads; thereforeall forces are compression or tension and lie inthe directions of the beams.
x
y
-F
F/2 F/2
0,0 MF
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Use Bridge Designer to calculate loads:
http://www.jhu.edu/~virtlab/bridge/bridge.htm
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Design and construction ideas:
1) Triangles are a construction engineer’s best friend, i.e.there are no bending moments in triangular elements.
Good design
Bad design – truss strength depends on bendingstrengths of members
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Design and construction ideas (cont.):
2) Taller is better: note loads on these two structures.
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Design and construction ideas (cont.):
3) Don’t forget about the 3rd dimension. A good design in thex-y plane, may be a terrible one in the z-direction.
4) Recall: tension members do not need to be fabricated astrusses. Their strength depends only on cross- sectional area.
5) Plan the total bridge design. Estimate the weight of each ofthe components so that you will not exceed the weight limit.
6) Make a full-size pattern of your bridge. Build the bridge onthis pattern. This will ensure that all components willassemble properly.
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7) If a number of strands of spaghetti are to be used together as asingle member, do not glue their entire lengths. “Spot” glue themat intervals of about 1”. This will provide adequate strengthwithout adding excessive weight.
Design and construction ideas (cont.):
8) For economy of time, joints should be “overlaid” not“butted”. Butt joints require careful sizing. Overlaid joints do not. Excess material may be cut off after assembly.
Butt joints Overlaid joints
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Which is the better design and why?
a) b)
a) b)
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Which is the better design and why?
a) b)
a) b)
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BRIDGE DESIGNER VIRTUAL LABhttp://www.jhu.edu/~virtlab/bridge/truss.htm
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BRIDGE DESIGNER VIRTUAL LABhttp://www.jhu.edu/~virtlab/bridge/truss.htm
Fixed Node Rolling Node
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1. Sketch at least 3 designs (FROM RESEARCH) on engineering/graph paper.
2. Create one of these bridges in the bridge designer.
3. Make two new versions of the bridge, each time altering the design to improve it.
4. Take a screen shot of each test, explain what you changed and the results.
5. After your 9 are complete, if you haven’t decided on a final design yet, create your final design and take a screen shot. Explain why this is your final design.
6. All work for this lab will be collected.
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Beam --Lake Ponchartrain
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Suspension--Golden Gate
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Suspension, truss, arched Menai strait, Wales
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Pont Vecchio, Florence (1342)
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Cast iron bridge,Coalbrookdale,(1779)
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Hollow, box girder Germany
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Tower Bridge, London
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Maillart designed Salginatobel bridge (1930)
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New River gorge--largest single arched span (1978)