Title: Tension
1(No Transcript)
2Tension Compression Tests
- Tension and compression tests are similar in
uniaxial loading - The factors that make the tension or compression
test the more desirable in a specific case (see
next slide)
3Compression Test Set up
4Choose between Tension Compression Tests
The factors that make the tension or
compression test the more desirable in a specific
case
- Suitability of the material to perform under a
given type of loading - Metals are suitable for resisting tensile loads
tension tests for metals - Concrete is suitable for compression
compression test - Differences in properties of a material under
tensile and compressive loading ?Cgtgt?T for
Concrete. - Relative difficulties and complications induced
by the gripping of or end bearing on the test
pieces in testing.
5Compression Test Set Up
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6 Special Limitations
- Loading Difficulty to apply a truly axial load
- Specimen Accidental irregularities in alignment
- tendency for bending
- Friction between the heads of the testing
machine and the end surfaces of the specimen due
to lateral expansion of the specimen. - Stability Need large cross-section of specimen
to obtain a necessary stability
Large-capacity testing machine.
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7Compression Specimens
- Shape a circular section is to be preferred
- Ratio of length to diameter r ?2 (1.5ltrlt10)
- r is high increase tendency of bending
- r is low frictional restraint becomes
relatively important - Ends flat and perpendicular to the axis
- Gage length (Length of specimen)-diameter
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8Suggested Dimensionsfor metallic materials
9Observations in Compression Tests
- Observations change in dimensions, critical
loads, type of failure, - Brittle materials rupture either along a
diagonal plane, or with a cone (for cylindrical
specimens) or a pyramidal (for square specimens)
shaped fracture. - Ductile materials bulge laterally,
take a barrel shape
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10Failure of Brittle Materials
Types of failure of brittle materials under
compressive loading.
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11Failure of Ductile Material?
P
Friction forces
bulge
bulge
P
12Stress Strain Curves
Ductile material
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Failure point
Nominal Stress
True stress
Failure point of brittle material
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13Column Tests - Short Columns
- Short Columns
- It may fail in material
rupture by direct compression.
14Single Column Bent Test
Lateral load through horizontal actuator with
large stroke capabilities Vertical pre-load
through static cylinders and tie rods
15Column Tests - Buckling and Instability
Long, Slender Columns It may deflect
laterally and fail by bending rather than by
direct compression of the material.
16 Buckling
- Buckling A slender column under an axial
compressive load, if lateral bending occurs
buckling. - Buckling failure As axial load increasing, the
lateral deflections will increase, eventually the
column will collapse.
17More about Buckling
- Buckling is not limited to columns Thin wall
member, tanks - Buckling is one of the major causes of failures
in structures.
18The End
Compression test next week. Have fun!