ASTM C1869-2018 Standard Test Method for Open-Hole Tensile Strength of Fiber-Reinforced Advanced Ceramic Composites.pdf
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1、Designation: C1869 18Standard Test Method forOpen-Hole Tensile Strength of Fiber-Reinforced AdvancedCeramic Composites1This standard is issued under the fixed designation C1869; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the y
2、ear of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method determines the open-hole (notched)tensile strength of continuous fiber-reinforced ceramic matr
3、ixcomposite (CMC) test specimens with a single through-hole ofdefined diameter (either 6 mm or 3 mm). The open-hole tensile(OHT) test method determines the effect of the single through-hole on the tensile strength and stress response of continuousfiber-reinforced CMCs at ambient temperature. The OHT
4、strength can be compared to the tensile strength of an un-notched test specimen to determine the effect of the definedopen hole on the tensile strength and the notch sensitivity of theCMC material. If a material is notch sensitive, then the OHTstrength of a material varies with the size of the throu
5、gh-hole.Commonly, larger holes introduce larger stress concentrationsand reduce the OHT strength.1.2 This test method defines two baseline OHT test speci-men geometries and a test procedure, based on Test MethodsC1275 and D5766/D5766M. A flat, straight-sided ceramiccomposite test specimen with a def
6、ined laminate fiber archi-tecture contains a single through-hole (either 6 mm or 3 mm indiameter), centered by length and width in the defined gagesection (Fig. 1).Auniaxial, monotonic tensile test is performedalong the defined test reinforcement axis at ambienttemperature, measuring the applied for
7、ce versus time/displacement in accordance with Test Method C1275. Mea-surement of the gage length extension/strain is optional, usingextensometer/displacement transducers. Bonded strain gagesare optional for measuring localized strains and assessingbending strains in the gage section.1.3 The open-ho
8、le tensile strength (SOHTx) for the definedhole diameter x (mm) is the calculated ultimate tensile strengthbased on the maximum applied force and the gross cross-sectional area, disregarding the presence of the hole, percommon aerospace practice (see 4.4). The net section tensilestrength (SNSx) is a
9、lso calculated as a second strength property,accounting for the effect of the hole on the cross-sectional areaof the test specimen.1.4 This test method applies primarily to ceramic matrixcomposites with continuous fiber reinforcement in multipledirections. The CMC material is typically a fiber-reinf
10、orced,2D, laminated composite in which the laminate is balanced andsymmetric with respect to the test direction. Composites withother types of reinforcement (1D, 3D, braided, unbalanced)may be tested with this method, with consideration of how thedifferent architectures may affect the notch effect o
11、f the hole onthe OHT strength and the tensile stress-strain response. Thistest method does not directly address discontinuous fiber-reinforced, whisker-reinforced, or particulate-reinforcedceramics, although the test methods detailed here may beequally applicable to these composites.1.5 This test me
12、thod may be used for a wide range of CMCmaterials with different reinforcement fibers and ceramicmatrices (oxide-oxide composites, silicon carbide (SiC) fibersin SiC matrices, carbon fibers in SiC matrices, and carbon-carbon composites) and CMCs with different reinforcementarchitectures. It is also
13、applicable to CMCs with a wide rangeof porosities and densities.1.6 AnnexA1 and Appendix X1 address how test specimenswith different geometries and hole diameters may be preparedand tested to determine how those changes will modify theOHT strength properties, determine the notch sensitivity, andaffe
14、ct the stress-strain response.1.7 The test method may be adapted for elevated tempera-ture OHT testing by modifying the test equipment, specimens,and procedures per Test Method C1359 and as described inAppendix X2. The test method may also be adapted forenvironmental testing (controlled atmosphere/h
15、umidity atmoderate (20 D) No specified toleranceLgage= gage section length $60 mm (10 D) Tolerance = 2 mmLgrip= grip section length $30 mm (50 % of Lgage) No specified toleranceh = recommended specimen thickness 2 mm # h # 10 mm, 3 mm nominalNo specified tolerance for as-fabricated specimensParallel
16、 and flat by 2 % for face-machined specimensC1869 185reported only when appropriate failure at the center hole isobserved, in accordance with 9.11 and 12.5.6.7 System AlignmentExcessive bending stresses in thetest specimen will cause premature failure and a misleading orfalse positive result. Bendin
17、g may occur as a result of mis-aligned grips or from specimens themselves (if improperlyinstalled in the grips or from out-of-tolerance dimensions). Ifthere is any doubt as to the alignment of the load train and thetest specimen in a given test machine, then the alignment shallbe checked and adjuste
18、d as discussed in 7.3.6.8 OtherAdditional sources of potential interference anddata scatter (including slow crack growth, test environmenteffects, surface preparation, out-of-gage fracture, etc.) in test-ing of ceramic composite materials are described in Section 5of Test Method C1275.7. Apparatus7.
19、1 The test apparatus (Fig. 3) shall be in accordance withthe following sections of Test Method C1275 and cited ASTMmechanical testing references.7.2 Testing MachineThe testing machine applies and mea-sures the force on the test specimen in a controlled manner. Atesting machine commonly consists of a
20、 test frame, forcetransducers, and the actuator/drive mechanism. The test ma-chine and its components shall conform to the requirements of6.1 of Test Method C1275 and Practices E4.7.2.1 Gripping DevicesGripping devices are used totransmit the measured force to the test specimens and to keepthe speci
21、men properly aligned in the load train. Face-grippingdevices are commonly used for the flat, straight-sided testspecimens defined in this test method. Gripping devices areclassed as those employing active or passive grip interfaces.Gripping devices shall meet the requirements specified in 6.2of Test
22、 Method C1275.7.2.2 Load Train CouplersVarious types of load traincouplers are used to attach the gripping devices to the testingmachine. The load train couplers, in conjunction with the typeof gripping device, play major roles in the alignment of theload train and thus reducing bending imposed in t
23、he specimen.Load train couplers are generally classified as fixed andnonfixed. Load train couplers shall meet the requirementsspecified in 6.3 of Test Method C1275.7.2.3 Strain MeasurementGage section strain is not arequired or typical measurement in the open-hole tensile test,because of the nonunif
24、orm strain in the region of the through-hole. Optional strain measurement by extensometer, bondedstrain gages, and digital image correlation (DIC) are discussedin Appendix X3.7.3 Allowable Bending (Test Methods C1275 and D3039/D3039M and Practice E1012)The recommended maximumallowable percent bendin
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