Gauge Length In Tensile Test
Tensile testing of metallic materials is specified according to European EN 10002 standard. In this article the terms, definitions and designation for tensile examination fabricated at ambient temperature is described. The test involves straining a test piece in tension, more often than not to fracture, for the purpose of determining mechanical properties.
Tensile testing of metallic materials is specified co-ordinate to European EN 10002 standard. This standards consists of v parts:
- EN 10002-one - Method of testing at ambient temperature
- EN 10002-ii - Verification of the force measuring system of the tensile testing machine
- EN 10002-3- Calibration of forcefulness proving instruments used for the verification of uniaxial testing machines
- EN 10002-iv - Verification of extensometers used in uniaxial testing
- EN 10002-five - Method of testing at elevated temperatures
In this article the terms, definitions and designation for tensile exam made at ambience temperature is described. The test involves straining a exam slice in tension, generally to fracture, for the purpose of determining mechanical properties.
Terms and definitions
For the purpose of this European Standard, the following terms and definitions employ:
- gauge length (L) - length of the cylindrical or prismatic portion of the test piece on which elongation is measured. In particular, a distinction is made betwixt:
- original gauge length (50o) - gauge length before application of force
- terminal estimate length (Lu) - gauge length after rupture of the exam piece
- parallel length (Lc) - parallel portion of the reduced section of the test piece
- elongation - increase in the original estimate length (Fiftyo) at whatever moment during the test
- pct elongation - elongation expressed as a percentage of the original gauge length (Fiftyo)
- per centum permanent elongation - increment in the original gauge length of a exam piece after removal of a specified stress, expressed equally a percentage of the original guess length (Lo)
- percentage elongation after fracture (A) - permanent elongation of the gauge length after fracture (Lu - Lo), expressed as a percentage of the original gauge length (Lo). In the case of proportional examination pieces, where original gauge length is other than 5.65√Southo, the symbol A should be supplemented by an alphabetize indicating the coefficient of proportionality used (A11,iii for Lo=11.iii√ And so) or by an alphabetize indicating the original estimate length (A80 mm for Fiftyo=80 mm)
- percentage elongation at maximum force - increase in the gauge length of the exam piece at maximum force, expressed as a percentage of the original gauge length (Lo)
- extensometer gauge length (Le) - length of the parallel portion of the test piece used for the measurement of extension by ways of an extensometer
- extension - increase in the extensometer gauge length (50e) at a given moment of the test
- pct permanent extension - increase in the extensometer gauge length, after removal from the exam piece of a specified stress, expressed as a percent of the extensometer approximate length (Fiftyeast)
- percent yield bespeak extension (Aeastward) - in discontinuous yielding materials, the extension between the start of yielding and the showtime of uniform work hardening
- percentage reduction of expanse (Z) - maximum change in cross-sectional area which has occurred during the test (So - Su) expressed as a pct of the original cross-sectional surface area (Southo)
- maximum force (Fk) - the greatest strength which the exam piece withstands during the test in one case the yield signal has been passed. For materials, without yield point, it is the maximum value during the exam
- stress - force at whatsoever moment during the examination divided past the original cantankerous-sectional area (So) of the exam piece
- tensile forcefulness (Ryard) - stress corresponding to the maximum force (Fm)
- yield strength - when the metallic textile exhibits a yield miracle, stress respective to the betoken reached during the test at which plastic deformation occurs without any increment in the force. A distinction is made between:
- upper yield force (ReH) - value of stress at the moment when the starting time subtract in strength is observed
- lower yield strength (ReL) - lowest value of stress during plastic yielding, ignoring whatever initial transient furnishings
- proof strength, non-proportional extension (Rp) - stress at which a non-proportional extension is equal to a specified percentage of the extensometer gauge length (Le). The symbol used is followed by the suffix giving the prescribed percentage, such as Rp0,2
- proof forcefulness, total extension (Rt) - stress at which total extension (elastic extension plus plastic extension) is equal to a specified percentage of the extensometer gauge length (Ldue east). The symbol used is followed past the suffix giving the prescribed percentage, such equally Rt0,5
- permanent ready forcefulness (Rr) - stress at which, afterwards removal of force, a specified permanent elongation or extension expressed respectively equally a percent of the original gauge length (Lo) or extensometer approximate length (Le) has not been exceeded
- fracture - phenomena which is deemed to occur when total separation of the exam piece occurs or force decreases to get nominally nix
Symbols and designations
Symbols and corresponding designations of the test slice are given in table one.
The shape and dimensions of the test pieces depend on the shape and dimensions of the metal product from which the test pieces are taken (Figure1). Their cantankerous-section may be circular, foursquare, rectangular, annular or, in special cases, of some other shape. The examination piece is commonly obtained by machining a sample from the product or a pressed bare or casting. Even so, products of constant cross-section and as bandage examination pieces may be tested without being machined.
Tabular array 1. Symbols and designations of the test piece.
Reference (Figure1) | Symbol | Unit of measurement | Designation |
ane. | a | mm | Thickness of a flat test slice or wall thickness of a tube |
ii. | b | mm | Width of the parallel length of a apartment test piece or average width of the longitudinal strip taken from a tube or width of flat wire |
three. | d | mm | Diameter of the parallel length of a circular examination slice, or diameter of round wire or internal diameter of a tube |
4. | D | mm | External diameter of a tube |
five. | Lo | mm | Original gauge length |
- | L`o | mm | Initial gauge length for determination of Ag |
vi. | 50c | mm | Parallel length |
- | Fiftydue east | mm | Extensometer estimate length |
7. | Lt | mm | Total length of test slice |
eight. | 50u | mm | Final guess length after fracture |
- | L`u | mm | Final guess length after fracture for determination of Ag |
9. | Due southo | mmtwo | Original cantankerous-exclusive expanse of the parallel length |
10. | Su | mm2 | Minimum cantankerous-sectional area later fracture |
- | thou | - | Coefficient of proportionality |
eleven. | Z | % | Percentage reduction of area: (So - Su) / So x 100 |
12. | - | - | Gripped ends |
The test piece shall exist held by suitable means such equally wedges, screwed grips, parallel jaw faces, shouldered holders, etc. Every effort should be made to ensure that pieces are held in such a mode that the tension is applied as axially as possible in gild to minimize bending. This is very important for testing brittle materials or when determining proof or yield forcefulness.
For determination of pct elongation, the two broken examination pieces are advisedly fitted dorsum together so that their centrality lie in a straight line. Elongation later on fracture shall be determined to the nearest 0.25 mm with a measuring device with a sufficient resolution and the value of percentage elongation after fracture shall exist rounded to the nearest 0.5% (Table ii). On the Figure two schematic definitions of elongation are given.
Table 2. Different types of elongation
Reference (Figure 2) | Symbol | Unit of measurement | Elongation |
13. | - | mm | Elongation afterwards fracture: Lu - Lo |
14. | A | % | Percentage elongation afterwards fracture: (50u - Fiftyo) / Lo x 100 |
15. | Aeastward | % | Pct yield point extension |
- | Lk | mm | Extension at maximum forcefulness |
sixteen. | Agrand | % | Percentage not-proportional elongation at maximum force (Fone thousand) |
17. | Agt | % | Percent total elongation at maximum force (Fg) |
eighteen. | At | % | Percentage full elongation at fracture |
xix. | - | % | Specified percentage not-proportional extension |
20. | - | % | Percentage total extension |
21. | - | % | Specified per centum permanent set extension or elongation |
The designations and related curves for yield, proof and tensile strength are given in the Tabular array 3 and on the Figure iii.
Table 3. Symbols and designations for unlike types of strength
Reference (Figure 3) | Symbol | Unit | Force and strength |
22. | Fm | N | Maximum forcefulness |
- | - | - | Yield strength -Proof strength -Tensile forcefulness |
23. | ReH | MPa | Upper yield strength |
24. | ReL | MPa | Lower yield force |
25. | Rone thousand | MPa | Tensile strength |
26. | Rp | MPa | Proof forcefulness, non-proportional extension |
27. | Rr | MPa | Permanent set forcefulness |
28. | Rt | MPa | Proof force, total extension |
- | East | MPa | Modulus of elasticity |
The examination written report shall contain reference to the standard, identification of the test piece, specified material, type of the examination piece, location and direction of sampling test pieces and test results. In the absenteeism of sufficient data on all types of metallic materials it is not possible, at nowadays, to gear up values of uncertainty for the different properties measured by tensile test.
Gauge Length In Tensile Test,
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