ASTM E 466-07

Designation: E 466 – 07 Standard Practice for Conducting Force Controlled Constant Amplitude Axial Fatigue Tests of Metallic Materials1 This standard is issued under the fixed designation E 466; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reapproval. 1. Scope 1.1 This practice covers the procedure for the performance of axial force controlled fatigue tests to obtain the fatigue strength of metallic materials in the fatigue regime where the strains are predominately elastic, both upon initial loading and throughout the test. This practice is limited to the fatigue testing of axial unnotched and notched specimens subjected to a constant amplitude, periodic forcing function in air at room temperature. This practice is not intended for application in axial fatigue tests of components or parts. NOTE 1—The following documents, although not directly referenced in the text, are considered important enough to be listed in this practice: E 739 Practice for Statistical Analysis of Linear or Linearized Stress- Life (S-N) and Strain-Life (e-N) Fatigue Data STP 566 Handbook of Fatigue Testing2 STP 588 Manual on Statistical Planning and Analysis for Fatigue Experiments3 STP 731 Tables for Estimating Median Fatigue Limits4 2. Referenced Documents 2.1 ASTM Standards: 5 E 3 Guide for Preparation of Metallographic Specimens E 467 Practice for Verification of Constant Amplitude Dy- namic Forces in an Axial Fatigue Testing System E 468 Practice for Presentation of Constant Amplitude Fa- tigue Test Results for Metallic Materials E 606 Practice for Strain-Controlled Fatigue Testing E 739 Practice for Statistical Analysis of Linear or Linear- ized Stress-Life ( S-N) and Strain-Life (e-N) Fatigue Data E 1012 Practice for Verification of Test Frame and Speci- men Alignment Under Tensile and Compressive Axial Force Application E 1823 Terminology Relating to Fatigue and Fracture Test- ing 3. Terminology 3.1 Definitions: 3.1.1 The terms used in this practice shall be as defined in Terminology E 1823. 4. Significance and Use 4.1 The axial force fatigue test is used to determine the effect of variations in material, geometry, surface condition, stress, and so forth, on the fatigue resistance of metallic materials subjected to direct stress for relatively large numbers of cycles. The results may also be used as a guide for the selection of metallic materials for service under conditions of repeated direct stress. 4.2 In order to verify that such basic fatigue data generated using this practice is comparable, reproducible, and correlated among laboratories, it may be advantageous to conduct a round-robin-type test program from a statistician’s point of view. To do so would require the control or balance of what are often deemed nuisance variables; for example, hardness, clean- liness, grain size, composition, directionality, surface residual stress, surface finish, and so forth. Thus, when embarking on a program of this nature it is essential to define and maintain 1 This practice is under the jurisdiction of ASTM Committee E08 on Fatigue and Fracture and is the direct responsibility of Subcommittee E08.05 on Cyclic Deformation and Fatigue Crack Formation. Current edition approved Nov. 1, 2007. Published November 2007. Originally approved in 1972. Last previous edition approved in 2002 as E 466 – 96(2002)e1 . 2 Handbook of Fatigue Testing, ASTM STP 566, ASTM, 1974. 3 Little, R. E., Manual on Statistical Planning and Analysis, ASTM STP 588, ASTM, 1975. 4 Little, R. E., Tables for Estimating Median Fatigue Limits, ASTM STP 731, ASTM, 1981. 5 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website. 1 Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. Copyright ASTM International Provided by IHS under license with ASTM Licensee=MHI - NAGOYA related to 3944000/3944000013 Not for Resale, 01/08/2008 03:27:23 MSTNo reproduction or networking permitted without license from IHS - - ` , , ` , , , , ` , ` ` ` , , ` ` , , , , , , ` ` ` ` , - ` - ` , , ` , , ` , ` , , ` - - - consistency a priori, as many variables as reasonably possible, with as much economy as prudent. All material variables, testing information, and procedures used should be reported so that correlation and reproducibility of results may be attempted in a fashion that is considered reasonably good current test practice. 4.3 The results of the axial force fatigue test are suitable for application to design only when the specimen test conditions realistically simulate service conditions or some methodology of accounting for service conditions is available and clearly defined. 5. Specimen Design 5.1 The type of specimen used will depend on the objective of the test program, the type of equipment, the equipment capacity, and the form in which the material is available. However, the design should meet certain general criteria outlined below: 5.1.1 The design of the specimen should be such that failure occurs in the test section (reduced area as shown in Fig. 1 and Fig. 2). The acceptable ratio of the areas (test section to grip section) to ensure a test section failure is dependent on the specimen gripping method. Threaded end specimens may prove difficult to align and failure often initiates at these stress concentrations when testing in the life regime of interest in this practice. A caveat is given regarding the gage section with sharp edges (that is, square or rectangular cross section) since these are inherent weaknesses because the slip of the grains at sharp edges is not confined by neighboring grains on two sides. Because of this, a circular cross section may be preferred if material form lends itself to this configuration. The size of the gripped end relative to the gage section, and the blend radius from gage section into the grip section, may cause premature failure particularly if fretting occurs in the grip section or if the radius is too small. Readers are referred to Ref (1) should this occur. 5.1.2 For the purpose of calculating the force to be applied to obtain the required stress, the dimensions from which the area is calculated should be measured to the nearest 0.001 in. (0.03 mm) for dimensions equal to or greater than 0.200 in. (5.08 mm) and to the nearest 0.0005 in. (0.013 mm) for dimensions less than 0.200 in. (5.08 mm). Surfaces intended to be parallel and straight should be in a manner consistent with 8.2. NOTE 2—Measurements of dimensions presume smooth surface fin- ishes for the specimens. In the case of surfaces that are not smooth, due to the fact that some surface treatment or condition is being studied, the dimensions should be measured as above and the average, maximum, and minimum values reported. 5.2 Specimen Dimensions: 5.2.1 Circular Cross Sections—Specimens with circular cross sections may be either of two types: 5.2.1.1 Specimens with tangentially blended fillets between the test section and the ends (Fig. 1)—The diameter of the test section should preferably be between 0.200 in. (5.08 mm) and 1.000 in. (25.4 mm). To ensure test section failure, the grip cross-sectional area should be at least 1.5 times but, preferably for most materials and specimens, at least four times the test section area. The blending fillet radius should be at least eight times the test section diameter to minimize the theoretical stress concentration factor, Kt of the specimen. The test section length should be approximately two to three times the test section diameter. For tests run in compression, the length of the test section should be approximately two times the test section diameter to minimize buckling. 5.2.1.2 Specimens with a continuous radius between ends (Fig. 3)— The radius of curvature should be no less than eight times the minimum diameter of the test section to minimize Kt . The reduced section length should be greater than three times the minimum test section diameter. Otherwise, the same dimensional relationships should apply, as in the case of the specimens described in 5.2.1.1. 5.2.2 Rectangular Cross Sections—Specimens with rectan- gular cross sections may be made from sheet or plate material and may have a reduced test cross section along one dimen- sion, generally the width, or they may be made from material requiring dimensional reductions in both width and thickness. In view of this, no maximum ratio of area (grip to test section) should apply. The value of 1.5 given in 5.2.1.1 may be considered as a guideline. Otherwise, the sections may be either of two types: 5.2.2.1 Specimens with tangentially blended fillets between the uniform test section and the ends (Fig. 4)— The radius of the blending fillets should be at least eight times the specimen test section width to minimize Kt of the specimen. The ratio of specimen test section width to thickness should be between two and six, and the reduced area should preferably be between 0.030 in.2 (19.4 mm2) and 1.000 in.2 (645 mm2), except in extreme cases where the necessity of sampling a product with an unchanged surface makes the above restrictions impractical. The test section length should be approximately two to three times the test section width of the specimen. For specimens that are less than 0.100 in. (2.54 mm) thick, special precautions are necessary particularly in reversed loading, such as R = −1. For example, specimen alignment is of utmost importance and FIG. 1 Specimens with Tangentially Blending Fillets Between the Test Section and the Ends E 466 – 07 2Copyright ASTM International Provided by IHS under license with ASTM Licensee=MHI - NAGOYA related to 3944000/3944000013 Not for Resale, 01/08/2008 03:27:23 MSTNo reproduction or networking permitted without license from IHS --`,,`,,,,`,```,,``,,,,,,````,-`-`,,`,,`,`,,`--- the procedure outlined in Practice E 606 would be advanta- geous. Also, Refs (2-5), although they pertain to strain- controlled testing, may prove of interest since they deal with sheet specimens approximately 0.05 in. (1.25 mm) thick. 5.2.2.2 Specimens with continuous radius between ends (Fig. 2)—The same restrictions should apply in the case of this type of specimen as for the specimen described in 5.2.1.2. The area restrictions should be the same as for the specimen described in 5.2.2.1. 5.2.3 Notched Specimens—In view of the specialized nature of the test programs involving notched specimens, no restric- tions are placed on the design of the notched specimen, other than that it must be consistent with the objectives of the program. Also, specific notched geometry, notch tip radius, information on the associated Kt for the notch, and the method and source of its determination should be reported. 6. Specimen Preparation 6.1 The condition of the test specimen and the method of specimen preparation are of the utmost importance. Improper methods of preparation can greatly bias the test results. In view of this fact, the method of preparation should be agreed upon prior to the beginning of the test program by both the originator and the user of the fatigue data to be generated. Since specimen preparation can strongly influence the resulting fatigue data, the application or end use of that data, or both, should be considered when selecting the method of preparation. Appen- dix X1 presents an example of a machining procedure that has been employed on some metals in an attempt to minimize the variability of machining and heat treatment upon fatigue life. 6.2 Once a technique has been established and approved for a specific material and test specimen configuration, change should not be made because of potential bias that may be introduced by the changed technique. Regardless of the ma- chining, grinding, or polishing method used, the final metal removal should be in a direction approximately parallel to the long axis of the specimen. This entire procedure should be clearly explained in the reporting since it is known to influence fatigue behavior in the long life regime. 6.3 The effects to be most avoided are fillet undercutting and residual stresses introduced by specimen machining prac- tices. One exception may be where these parameters are under study. Fillet undercutting can be readily determined by inspec- tion. Assurance that surface residual stresses are minimized can be achieved by careful control of the machining procedures. It is advisable to determine these surface residual stresses with X-ray diffraction peak shift or similar techniques, and that the value of the surface residual stress be reported along with the direction of determination (that is, longitudinal, transverse, radial, and so forth). FIG. 2 Specimens with Continuous Radius Between Ends FIG. 3 Specimens with a Continuous Radius Between Ends FIG. 4 Specimens with Tangentially Blending Fillets Between the Uniform Test Section and the Ends E 466 – 07 3Copyright ASTM International Provided by IHS under license with ASTM Licensee=MHI - NAGOYA related to 3944000/3944000013 Not for Resale, 01/08/2008 03:27:23 MSTNo reproduction or networking permitted without license from IHS - - ` , , ` , , , , ` , ` ` ` , , ` ` , , , , , , ` ` ` ` , - ` - ` , , ` , , ` , ` , , ` - - - 6.4 Storage—Specimens that are subject to corrosion in room temperature air should be accordingly protected, prefer- ably in an inert medium. The storage medium should generally be removed before testing using appropriate solvents, if nec- essary, without adverse effects upon the life of the specimens. 6.5 Inspection—Visual inspections with unaided eyes or with low power magnification up to 203 should be conducted on all specimens. Obvious abnormalities, such as cracks, machining marks, gouges, undercuts, and so forth, are not acceptable. Specimens should be cleaned prior to testing with solvent(s) non-injurious and non-detrimental to the mechanical properties of the material in order to remove any surface oil films, fingerprints, and so forth. Dimensional analysis and inspection should be conducted in a manner that will not visibly mark, scratch, gouge, score, or alter the surface of the specimen. 7. Equipment Characteristics 7.1 Generally, the tests will be performed on one of the following types of fatigue testing machines: 7.1.1 Mechanical (eccentric crank, power screws, rotating masses), 7.1.2 Electromechanical or magnetically driven, or 7.1.3 Hydraulic or electrohydraulic. 7.2 The action of the machine should be analyzed to ensure that the desired form and magnitude of loading is maintained for the duration of the test. 7.3 The test machines should have a force-monitoring system, such as a transducer mounted in series with the specimen, or mounted on the specimen itself, unless the use of such a system is impractical due to space or other limitations. The test forces should be monitored continuously in the early stage of the test and periodically, thereafter, to ensure that the desired force cycle is maintained. The varying stress ampli- tude, as determined by a suitable dynamic verification (see Practice E 467), should be maintained at all times within 2 % of the desired test value. 7.4 Test Frequency—The range of frequencies for which fatigue results may be influenced by rate effects varies from material to material. In the typical regime of 10−2 to 10+2 Hz over which most results are generated, fatigue strength is generally unaffected for most metallic engineering materials. It is beyond the scope of Practice E 466 to extrapolate beyond this range or to extend this assumption to other materials systems that may be viscoelastic or viscoplastic at ambient test temperatures and within the frequency regime mentioned. As a cautionary note, should localized yielding occur, significant specimen heating may result and affect fatigue strength. 8. Procedure 8.1 Mounting the Specimen—By far the most important consideration for specimen grips is that they can be brought into good alignment consistently from specimen to specimen (see 8.2). For most conventional grips, good alignment must come about from very careful attention to design detail. Every effort should be made to prevent the occurrence of misalign- ment, either due to twist (rotation of the grips), or to a displacement in their axes of symmetry. 8.2 Alignment Verification—To minimize bending stresses (strains), specimen fixtures should be aligned such that the major axis of the specimen closely coincides with the load axis throughout each cycle. It is important that the accuracy of alignment be kept consistent from specimen to specimen. For cylindrical specimens, alignment should be checked by means of a trial test specimen with longitudinal strain gages placed at four equidistant locations around the minimum diameter. The trial test specimen should be turned about its axis, installed, and checked for each of four orientations within the fixtures. For rectangular cross section specimens, alignment should be checked by placing longitudinal strain gages on either side of the trial specimen at the minimum width location. The trial specimen should be rotated about its longitudinal axis, installed and checked in both orientations within the fixtures. The bending stresses (strains) so determined on either the cylindri- cal or rectangular cross section specimen should be limited to less than 5 % of the greater of the range, maximum or minimum stresses (strains), imposed during any test program. For specimens having a uniform gage length, it is advisable to place a similar set of gages at two or three axial positions within the gage section. One set of strain gages should be placed at the center of the gage length to detect misalignment that causes relative rotation of the specimen ends about axes perpendicular to the specimen axis. The lower the bending stresses (strains), the more repeatable the test results will be from specimen to specimen. This is especially important for materials with low ductility (that is, bending stresses (strains) should not exceed 5 % of the minimum stress (strain) ampli- tude). NOTE 3—This section refers to Type A Tests, in Practice E 1012. 9. Test Termination 9.1 Continue the tests until the specimen failure criterion is attained or until a predetermined number of cycles has been applied to the specimen. Failure may be defined as complete separation, as a visible crack at a specified magnification, as a crack of certain dimensions, or by some other criterion. In reporting the results, state the criterion selected for defining failure and be consistent within a given data set. 10. Report 10.1 Report the following information: 10.1.1 The fatigue test specimens, procedures, and results should be reported in accordance with Practice E 468. 10.1.2 The use of this practice is limited to metallic speci- mens tested in a suitable environment, generally atmospheric air at room temperature. Since however, the environment can greatly influence the test results, the environmental conditions, that is, temperature, relative humidity, as well as the medium, should always be periodically recorded during the test and reported. 10.1.3 Generally, the fatigue tests may be carried out using a periodic forcing function, usually sinusoidal. However, regardless of the nature of the forcing function, it should be reported (sine, ramp, saw tooth, etc.). 10.1.4 When noticeable yielding occurs in the fatigue tests of unnotched specimens (for example, non-zero mean stress E 466 – 07 4Copyright ASTM International Prov