ASTM D4226-2009 Standard Test Methods for Impact Resistance of Rigid Poly(Vinyl Chloride) (PVC) Building Products.pdf
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1、Designation: D4226 09An American National StandardStandard Test Methods forImpact Resistance of Rigid Poly(Vinyl Chloride) (PVC)Building Products1This standard is issued under the fixed designation D4226; the number immediately following the designation indicates the year oforiginal adoption or, in
2、the case of revision, the year 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. Scope*1.1 These test methods cover the determination of theenergy required to crack or break
3、rigid poly(vinyl chloride)(PVC) plastic sheeting and profile flat sections used in buildingproducts, as well as extruded or molded test samples, underspecified conditions of impact from a freefalling standardweight striking an impactor with either of two configurations incontact with the specimen.1.
4、2 Two test procedures are included:1.2.1 Procedure A, used to determine minimum impactenergy required to cause failure (hole, crack, split, shatter, ortear).1.2.2 Procedure B, used to determine minimum impactenergy required to cause brittle failure.1.3 The values in inch-pound units are to be regard
5、ed as thestandard.NOTE 1There is no similar or equivalent ISO standard.1.4 The text of this standard references notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding, those in tables in figures) shall not be considered asrequirements of this standard.1.5 This sta
6、ndard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use. Specific precau-tionary st
7、atements are given in Section 8.2. Referenced Documents2.1 ASTM Standards:2D374 Test Methods for Thickness of Solid Electrical Insu-lationD618 Practice for Conditioning Plastics for TestingD883 Terminology Relating to PlasticsD3679 Specification for Rigid Poly(Vinyl Chloride) (PVC)SidingE178 Practic
8、e for Dealing With Outlying Observations3. Terminology3.1 Definitions Definitions are in accordance with Termi-nology D883, unless otherwise indicated.3.2 Definitions of Terms Specific to This Standard:3.2.1 failure (of test specimen)signified by the presence ofa punched hole, crack, split, shatter,
9、 or tear that was created inthe target area by the impact of the falling weight and is clearlyvisible to the naked eye when the sample is held up to the light(see Fig. 1).3.2.2 brittle failurea punched hole, split, or shatter wherea piece of the specimen separates from the main part of thespecimen o
10、r a crack that has a 0 angle at the tip as measuredby the naked eye (see Fig. 1).3.2.3 mean failure height (Procedure A)the height fromwhich the falling weight will cause 50 % of the specimens tofail.3.2.4 mean failure energy (mean impact resistance), ( Pro-cedure A)energy required to produce 50 % f
11、ailures; theproduct of the weight and mean failure height.3.2.5 normalized mean failure energy (normalized meanimpact resistance)the mean failure energy per unit (average)specimen thickness (Procedure A).3.2.6 mean brittle failure heightthe height from which thefalling weight will cause 50 % brittle
12、 failures in specimens(Procedure B).3.2.7 mean brittle failure energy (mean energy of ductile-to-brittle transition), (Procedure B)energy required to pro-duce 50 % brittle failures; the product of the weight and meanbrittle failure height.3.2.8 normalized mean brittle failure energy (normalizedmean
13、energy of ductile-to-brittle transition), (Procedure B)the mean brittle failure energy per unit (average) specimenthickness.1These test methods are under the jurisdiction of ASTM Committee D20 onPlastics and are the direct responsibility of Subcommittee D20.24 on PlasticBuilding Products.Current edi
14、tion approved Nov. 1, 2009. Published December 2009. Originallyapproved in 1983. Last previous edition approved in 2000 as D4226 - 05. DOI:10.1520/D4226-09.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of AST
15、MStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.2.9 outlieran observat
16、ion that appears to deviate mark-edly from other members of the sample in which it occurs.4. Summary of Test Method4.1 The building product profile is cut apart, if necessary, toobtain a flat specimen at least 0.75 in. (19 mm) wide.4.2 Procedure A establishes the height from which a stan-dard fallin
17、g 8-lb (3.6-kg) weight will cause 50 % of thespecimens to fail.4.3 Procedure B establishes the height from which a stan-dard falling 8-lb (3.6-kg) weight will cause 50 % of thespecimens to fail in a brittle mode.4.4 Both procedures employ either of two configurations ofimpactor heads resting on the
18、specimen. The specimen lays ona stand that has a 0.64-in. (16.3-mm) hole. The falling weightimpacts on the impactor head tending to drive it through thespecimen into the hole of the stand.4.5 The technique used to find 50 % failure level in bothprocedures is commonly called the Bruceton Staircase Me
19、thodor Up-and-Down Method. Testing is concentrated near themean, reducing the number of specimens required to obtain areasonably precise estimate.5. Significance and Use5.1 The impact strength values obtained on the flat sectionsof a building product profile are relevant only to the flat sectionthat
20、 has been tested and these values do not necessarily indicatethe impact resistance of the whole product, which is affected bythe configuration of the profile (that is, corners, ribs, etc).5.2 Constant weight and variable height, employed in thesetest methods, allow the velocity of impact to vary and
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