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ASTM D7137-2012 英文最新版 Designation:D7137/D7137M–07 Designation: D7137/D7137M – 12 Standard Test Method for Compressive Residual Strength Properties of Damaged Polymer Matrix Composite Plates1 This standard is issued under the fixed designation D7137/D7137M; the number immediately...

ASTM D7137-2012 英文最新版
Designation:D7137/D7137M–07 Designation: D7137/D7137M – 12 Standard Test Method for Compressive Residual Strength Properties of Damaged Polymer Matrix Composite Plates1 This standard is issued under the fixed designation D7137/D7137M; 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 (´) indicates an editorial change since the last revision or reapproval. 1. Scope 1.1 This test method covers compression residual strength properties of multidirectional polymer matrix composite laminated plates, which have been subjected to quasi-static indentation per Test Method D6264/D6264M or drop-weight impact per Test Method D7136/D7136M prior to application of compressive force. The composite material forms are limited to continuous-fiber reinforced polymer matrix composites with multidirectional fiber orientations, and which are both symmetric and balanced with respect to the test direction. The range of acceptable test laminates and thicknesses is defined in 8.2. NOTE 1—When used to determine the residual strength of drop-weight impacted plates, this test method is commonly referred to as the Compression After Impact, or CAI, method. 1.2 The method utilizes a flat, rectangular composite plate, previously subjected to a damaging event, which is tested under compressive loading using a stabilization fixture. NOTE 2—The damage tolerance properties obtained are particular to the type, geometry and location of damage inflicted upon the plate. 1.3 The properties generated by this test method are highly dependent upon several factors, which include specimen geometry, layup, damage type, damage size, damage location, and boundary conditions. Thus, results are generally not scalable to other configurations, and are particular to the combination of geometric and physical conditions tested. 1.4 This test method can be used to test undamaged polymer matrix composite plates, but historically such tests have demonstrated a relatively high incidence of undesirable failure modes (such as end crushing). Test Method D6641/D6641M is recommended for obtaining compressive properties of undamaged polymer matrix composites. 1.5 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text the inch-pound units are shown in brackets. The values stated in each system aremay not be exact equivalents; therefore, each system mustshall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.5.1 Within the text the inch-pound units are shown in brackets. 1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 2. Referenced Documents 2.1 ASTM Standards:2 D792 Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement D883 Terminology Relating to Plastics D3171 Test Methods for Constituent Content of Composite Materials D3878 Terminology for Composite Materials D5229/D5229M Test Method for Moisture Absorption Properties and Equilibrium Conditioning of Polymer Matrix Composite Materials D5687/D5687M Guide for Preparation of Flat Composite Panels with Processing Guidelines for Specimen Preparation 1 This test method is under the jurisdiction of ASTM Committee D30 on Composite Materials and is the direct responsibility of Subcommittee D30.05 on Structural Test Methods. Current edition approved Nov. 15, 2007. Published December 2007. Originally approved in 2005. Last previous edition approved in 2005 as D7137/D7137M-05´1. DOI: 10.1520/D7137_D7137M-07. Current edition approved April 1, 2012. Published May 2012. Originally approved in 2005. Last previous edition approved in 2007 as D7137/D7137M-07. DOI: 10.1520/D7137_D7137M-12. 2 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 This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version of the standard as published by ASTM is to be considered the official document. Copyright. © ASTM International, 100 Barr Harbour Drive P.O. Box C700 West Conshohocken, Pennsylvania 19428-2959, United States D6264/D6264M Test Method for Measuring the Damage Resistance of a Fiber-Reinforced Polymer-Matrix Composite to a Concentrated Quasi-Static Indentation Force D6641/D6641M Test Method for Compressive Properties of Polymer Matrix Composite Materials Using a Combined Loading Compression (CLC) Test Fixture D7136/D7136M Test Method for Measuring the Damage Resistance of a Fiber-Reinforced Polymer Matrix Composite to a Drop-Weight Impact Event E4 Practices for Force Verification of Testing Machines E6 Terminology Relating to Methods of Mechanical Testing E122 Practice for Calculating Sample Size to Estimate, With Specified Precision, the Average for a Characteristic of a Lot or Process E177 Practice for Use of the Terms Precision and Bias in ASTM Test Methods E456 Terminology Relating to Quality and Statistics E1309 Guide for Identification of Fiber-Reinforced Polymer-Matrix Composite Materials in Databases E1434 Guide for Recording Mechanical Test Data of Fiber-Reinforced Composite Materials in Databases 2.2 Military Standards: MIL-HDBK-17-3F Composite Materials Handbook, Volume 3—Polymer Matrix Composites Materials Usage, Design and Analysis MIL-HDBK-728/1Nondestructive Testing MIL-HDBK-731ANondestructive Testing Methods of Composite Materials—Thermography4 MIL-HDBK-732A Nondestructive Testing Methods of Composite Materials—Acoustic Emission4 MIL-HDBK-733ANondestructive Testing Methods of Composite Materials—Radiography4 MIL-HDBK-787ANondestructive Testing Methods of Composite Materials—Ultrasonics4 NASA Reference Publication 1092 Standard Tests for Toughened Resin Composites, Revised Edition, July 19833 3. Terminology 3.1 Definitions—Terminology D3878 defines terms relating to composite materials. Terminology D883 defines terms relating to plastics. Terminology E6 defines terms relating to mechanical testing. Terminology E456 and Practice E177 define terms relating to statistics. In the event of a conflict between terms, Terminology D3878 shall have precedence over the other standards. 3.2 Definitions of Terms Specific to This Standard: 3.2.1 If the term represents a physical quantity, its analytical dimensions are stated immediately following the term (or letter symbol) in fundamental dimension form, using the following ASTM standard symbology for fundamental dimensions, shown within square brackets: [M] for mass, [L] for length, [T] for time, [u] for thermodynamic temperature, and [nd] for non-dimensional quantities. Use of these symbols is restricted to analytical dimensions when used with square brackets, as the symbols may have other definitions when used without the brackets. 3.2.2 nominal value, n—a value, existing in name only, assigned to a measurable property for the purpose of convenient designation. Tolerances may be applied to a nominal value to define an acceptable range for the property. 3.2.3 principal material coordinate system, n—a coordinate system with axes that are normal to the planes of symmetry inherent to a material. 3.2.3.1 Discussion—Common usage, at least for Cartesian axes (123, xyz, and so forth), generally assigns the coordinate system axes to the normal directions of planes of symmetry in order that the highest property value in a normal direction (for elastic properties, the axis of greatest stiffness) would be 1 or x, and the lowest (if applicable) would be 3 or z. Anisotropic materials do not have a principal material coordinate system due to the total lack of symmetry, while, for isotropic materials, any coordinate system is a principal material coordinate system. In laminated composites, the principal material coordinate system has meaning only with respect to an individual orthotropic lamina. The related term for laminated composites is “reference coordinate system.” 3.2.4 reference coordinate system, n—a coordinate system for laminated composites used to define ply orientations. One of the reference coordinate system axes (normally the Cartesian x-axis) is designated the reference axis, assigned a position, and the ply principal axis of each ply in the laminate is referenced relative to the reference axis to define the ply orientation for that ply. 3.2.5 specially orthotropic, adj—a description of an orthotropic material as viewed in its principal material coordinate system. In laminated composites, a specially orthotropic laminate is a balanced and symmetric laminate of the [0i/90 j]ns family as viewed from the reference coordinate system, such that the membrane-bending coupling terms of the laminate constitutive relation are zero. 3.3 Symbols: A = cross-sectional area of a specimen CV = coefficient of variation statistic of a sample population for a given property (in percent) D = damage diameter 3 Available from U.S. Army Research Laboratory, Materials Directorate, Aberdeen Proving Ground, MD 21001. 3 Available from National Aeronautics and Space Administration (NASA)-Langley Research Center, Hampton, VA 23681-2199. D7137/D7137M – 12 2 ECAI = effective compressive modulus in the test direction FCAI = ultimate compressive residual strength in the test direction FIG. 1 Schematic of Compressive Residual Strength Support Fixture with Specimen in Place FIG. 2 Support Fixture Assembly D7137/D7137M – 12 3 h = specimen thickness l = specimen length n = number of specimens per sample population N = number of plies in laminate under test Pmax = maximum force carried by test specimen prior to failure Sn-1 = standard deviation statistic of a sample population for a given property w = specimen width xi = test result for an individual specimen from the sample population for a given property x – = mean or average (estimate of mean) of a sample population for a given property 4. Summary of Test Method 4.1 A uniaxial compression test is performed using a balanced, symmetric laminated plate, which has been damaged and inspected prior to the application of compressive force. The damage state is imparted through out-of-plane loading caused by quasi-static indentation or drop-weight impact. 4.1.1 Quasi-Static Indentation—The rectangular plate is damaged due to application of an out-of-plane static indentation force in accordance with Test Method D6264/D6264M. FIG. 3 Support Fixture Base Plate (Inch-Pound Version) FIG. 4 Support Fixture Base Plate (SI Version) D7137/D7137M – 12 4 4.1.2 Drop-Weight Impact—The rectangular plate is damaged due to application of an out-of-plane drop-weight impact in accordance with Test Method D7136/D7136M. 4.2 The damaged plate is installed in a multi-piece support fixture, that has been aligned to minimize loading eccentricities and induced specimen bending. The specimen/fixture assembly is placed between flat platens and end-loaded under compressive force until failure. Applied force, crosshead displacement, and strain data are recorded while loading. 4.3 Preferred failure modes pass through the damage in the test specimen. However, acceptable failures may initiate away from the damage site, in instances when the damage produces a relatively low stress concentration or if the extent of damage is small, or both. Unacceptable failure modes are those related to load introduction by the support fixture, local edge support conditions, and specimen instability (unless the specimen is dimensionally representative of a particular structural application). 5. Significance and Use 5.1 Susceptibility to damage from concentrated out-of-plane forces is one of the major design concerns of many structures made of advanced composite laminates. Knowledge of the damage resistance and damage tolerance properties of a laminated composite plate is useful for product development and material selection. 5.2 The residual strength data obtained using this test method is most commonly used in material specifications and research and development activities. The data are not intended for use in establishing design allowables, as the results are specific to the geometry and physical conditions tested and are generally not scalable to other configurations. Its usefulness in establishing quality assurance requirements is also limited, due to the inherent variability of induced damage, as well as the dependency of damage tolerance response upon the pre-existent damage state. 5.3 The properties obtained using this test method can provide guidance in regard to the anticipated damage tolerance capability of composite structures of similar material, thickness, stacking sequence, and so forth. However, it must be understood that the damage tolerance of a composite structure is highly dependent upon several factors including geometry, stiffness, support conditions, and so forth. Significant differences in the relationships between the existent damage state and the residual compressive strength can result due to differences in these parameters. For example, residual strength and stiffness properties obtained using this test method would more likely reflect the damage tolerance characteristics of an un-stiffened monolithic skin or web than that of a skin attached to substructure which resists out-of-plane deformation. Similarly, test specimen properties would be expected to be similar to those of a panel with equivalent length and width dimensions, in comparison to those of a panel significantly larger than the test specimen. 5.4 The reporting section requires items that tend to influence residual compressive strength to be reported; these include the FIG. 5 Support Fixture Angles (Inch-Pound Version) D7137/D7137M – 12 5 FIG. 6 Support Fixture Angles (SI Version) FIG. 7 Support Fixture Side Plates and Base Slideplates (Inch-Pound Version) D7137/D7137M – 12 6 following: material, methods of material fabrication, accuracy of lay-up orientation, laminate stacking sequence and overall thickness, specimen geometry, specimen preparation, specimen conditioning, environment of testing, void content, volume percent reinforcement, type, size and location of damage (including method of non-destructive inspection), specimen/fixture alignment and gripping, time at temperature, and speed of testing. 5.5 Properties that result from the residual strength assessment include the following: compressive residual strength FCAI, compressive force as a function of crosshead displacement, and surface strains as functions of crosshead displacement. 6. Interferences 6.1 The response of a damaged specimen is dependent upon many factors, such as laminate thickness, ply thickness, stacking sequence, environment, damage type, damage geometry, damage location, and loading/support conditions. Consequently, comparisons cannot be made between materials unless identical test configurations, test conditions, and laminate configurations are used. Therefore, all deviations from the standard test configuration shall be reported in the results. Specific structural configurations and boundary conditions must be considered when applying the data generated using this test method to design applications. 6.2 Material and Specimen Preparation—Poor material fabrication practices, lack of control of fiber alignment, and damage induced by improper specimen machining are known causes of high material data scatter in composites in general. Important aspects of plate specimen preparation that contribute to data scatter include thickness variation, out-of-plane curvature, surface roughness, and failure to meet the dimensional and squareness tolerances (parallelism and perpendicularity) specified in 8.2.2. 6.3 Damage Type—Variations in the composite failure modes produced during the damaging event can contribute to strength, stiffness and strain data scatter. 6.4 Damage Geometry and Location—The size, shape, and location of damage (both within the plane of the plate and through-the-thickness) can affect the deformation and strength behavior of the specimens significantly. Edge effects, boundary constraints, and the damaged stress/strain field can interact if the damage size becomes too large relative to the length and width dimensions of the plate. It is recommended that the damage size be limited to half the unsupported specimen width (42 mm [1.7 in.]) to minimize interaction between damage and edge-related stress/strain fields; as the specimen has a small length-to-width aspect ratio of 1.5, its stress/strain distribution is particularly sensitive to disturbances caused by impact or indentation damage.4 NOTE 3—To investigate the effects of larger damage sizes upon composite laminate compressive residual strength, it is recommended to examine 4 Available from U.S. Army Materials Technology Laboratory, Watertown, MA 02471. FIG. 8 Support Fixture Side Plates and Base Slideplates (SI Version) D7137/D7137M – 12 7 alternative specimen and fixture designs, such as NASA 1092, which are larger and can accommodate larger damage areas without significant interaction from edge support conditions. 6.5 Test Fixture Characteristics—The configuration of the panel edge-constraint structure can have a significant effect on test results. In the standard test fixture, the top and bottom supports provide no clamp-up, but provide some restraint to local out-of-plane rotation due to the fixture geometry. The side supports are knife edges, which provide no rotational restraint. Edge supports must be co-planar. Results are affected by the geometry of the various slide plates local to the specimen. Results are also affected by the presence of gaps between the slide plates and the specimen, which can reduce the effective edge support and can result in concentrated load introduction conditions at the top and bottom specimen surfaces. Additionally, results may be affected by variations in torque applied to the slide plate fasteners; loose fasteners may also reduce the effective edge support. 6.6 System Alignment—Errors can result if the test fixture is not centered with respect to the loading axis of the test machine, and shimmed to apply an essentially uniaxial displacement to the loaded end of the specimen. 6.7 Material Orthotropy—The degree of laminate orthotropy strongly affects the failure mode and measured compressive residual strength. Valid strength results should only be reported when appropriate failure modes are observed, in accordance with 11.15. 6.8 Non-Destructive Inspection—Non-destructive inspection (NDI) results are affected by the particular method utilized, the inherent variability of the NDI method, the experience of the operator, and so forth. 6.9 Panel Instability—Accurate detection of instability or incipient instability may not be possible. The nature of the damage can have a significant effect upon local flexural rigidity, which may complicate the failure mode, limiting the data only to the unique configuration tested. 4 Eastland, C., Coxon, B., Avery, W., and Flynn, B., “Effects of Aspect Ratio on Test Results from Compression-Loaded Composite Coupons,” Proceedings of ICCM X, Whistler, BC, Vol IV, A. Poursa
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