ASTM E575-2005 Standard Practice for Reporting Data from Structural Tests of Building Constructions Elements Connections and Assemblies《从房屋构件、元件、连接件和组件的结构试验中得到数据的报告用标准实施规程》.pdf

《ASTM E575-2005 Standard Practice for Reporting Data from Structural Tests of Building Constructions Elements Connections and Assemblies《从房屋构件、元件、连接件和组件的结构试验中得到数据的报告用标准实施规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM E575-2005 Standard Practice for Reporting Data from Structural Tests of Building Constructions Elements Connections and Assemblies《从房屋构件、元件、连接件和组件的结构试验中得到数据的报告用标准实施规程》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E 575 05Standard Practice forReporting Data from Structural Tests of BuildingConstructions, Elements, Connections, and Assemblies1This standard is issued under the fixed designation E 575; the number immediately following the designation indicates the year oforiginal adoption or, in the

2、 case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers general use in reporting structuralperformance tests of building

3、constructions, elements, connec-tions, and assemblies. A comprehensive report describing theconditions under which the structural data were recorded willenable other workers to reproduce the test methods and, asnearly as possible, the results for each material or assembly,and to reconcile difference

4、s that might be found in tests byothers.1.2 This standard 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

5、limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2E 631 Terminology of Building Constructions3. Terminology3.1 For definitions of terms used in this practice, seeTerminology E 631.4. Significance and Use4.1 This practice provides a standard procedure for report-ing data and results

6、 of structural tests used for buildingconstructions, elements, corrections, and assemblies. It enu-merates and discusses the report sections required to reportdata from test methods and practices. The written reports willdescribe the products tested, method of testing, and results.5. Organization of

7、 Report5.1 Generally, a report shall contain the following parts inthe sequence listed:5.1.1 Title page with byline,5.1.2 Object statement,5.1.3 Descriptions of specimen(s) and apparatus,5.1.4 Procedure statement,5.1.5 Discussion of test results,5.1.6 Conclusion,5.1.7 Recommendations,5.1.8 Reference

8、s,5.1.9 Pictures,5.1.10 Tabulations,5.1.11 Calculations, and5.1.12 Supplementary data.5.2 Use the headings listed that are appropriate. Use othermore appropriate headings if they better describe the content.5.3 When the expected readership includes both experts andlaymen, an early insertion in nonte

9、chnical language of thenecessary background, data summary, and results is useful.6. Documented Information6.1 A report shall include the following information, but notnecessarily in the order listed:6.1.1 TitleA title shall be brief but definitive.6.1.2 AuthorOne first name and surname and any profe

10、s-sional registration shall be included in a byline for positiveidentification.6.1.3 Date of test and date of report.6.1.4 Test agency, sponsor, and their mailing addresses.6.1.5 Specimen Selection and IdentificationIndicate thenumber of specimens, method of choosing them, and whetherthey were speci

11、ally fabricated for this test, prototypes ofplanned production, randomly selected production units, and soforth. If specimens were obtained from routine production,include the manufacturers name, source of supply, specimendimensions, model, type, materials, and other pertinent infor-mation such as q

12、uality, conditioning, and treatment, includingdata on assembly techniques and fastenings.6.1.6 Specimen DrawingsDrawings shall provide a de-scription of the physical characteristics and dimensioned sec-tion profiles and any other pertinent construction details. Thisrequirement may be waived if an ex

13、isting description is easilyavailable and is included by reference. Any modification madeto the specimen to obtain a measurement or reading shall be1This practice is under the jurisdiction of ASTM Committee E06 on Perfor-mance of Buildings and is the direct responsibility of Subcommittee E 06.11 onH

14、orizontal and Vertical Structures/Structural Performance of Completed Structures.Current edition approved Oct. 1, 2005. Published October 2005. Originallyapproved in 1976. Last previous edition approved in 1999 as E 575 99 .2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcont

15、act ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.noted. Any unusual cha

16、racteristics or conditions existing in thespecimen construction prior to test shall be described.6.1.7 Specimen DesignDetails shall be provided for anunderstanding of the principles used in the structural design ofthe specimen.6.1.8 Apparatus DescriptionSufficient details shall beprovided to explain

17、 the construction, operation, and position ofthe test apparatus. This description may require a presentationof the structural design of the apparatus, especially if it isoriginal in design or operation. This requirement may bewaived if an existing description is easily available and isincluded by re

18、ference.6.1.9 Specimen InstallationIllustrations and a descriptionof details of installation in or attachment to the test apparatusshall be provided for each type of specimen. Details of restraintdevices and their location relative to the specimen shall bedescribed as well as the locations of loadin

19、g and reactionpoints.6.1.10 InstrumentationA report shall describe the loca-tion, direction of measurement, and technical specifications ofany instrumentation used to measure loads, reactions, anddeformations generated by the test apparatus and the specimen.A description of the working condition, to

20、lerances, and accu-racy of such meters is useful. The relative deformation mea-sured by each gage shall be described.6.1.11 Ambient ConditionsRecords of temperature, rela-tive humidity, moisture content, seasoning, and any otherconditions that are relevant to structural performance of thespecimen sh

21、all be included. A history of such conditions fromthe time of construction until the time of test may be moresignificant than those present at the time of test, and therefore,if warranted, measurements of ambient conditions and thecondition of the specimen from the time of specimen construc-tion sha

22、ll be made.6.1.12 Specimen WeightA report shall state the amount ofdead load of the apparatus or specimen that has been deductedif the net load or strength is reported or that may be deductedif the gross load or strength is reported.6.1.13 Load-Deformation GraphsGraphs portraying thespecimens respon

23、se to loading shall be included for eachdeformation-measuring device.6.1.14 Failure Load and DescriptionSpecimens can havemore than one failure mode, for example, ductile or brittlefracture, yielding, excessive deflection, or harmful distortion.Applicable modes of failure shall be described in gener

24、al termswith criteria for their measurement. A description of eachspecimens failure mode and a value of its ultimate strength ormaximum load or both shall be tabulated.6.1.15 Time Under LoadA load-time record is needed tointerpret some test results and shall be presented as a graph ortabulation to i

25、ndicate the time duration for each magnitude ofload.6.1.16 PhotographsPhotographs of the specimen beforeand after testing shall be provided to show what cannot bedescribed easily or clearly by writing. However, if the mode offailure is well known, the photographs are optional.6.1.17 Video (optional)

26、Avideo may be used as a standardpractice for reporting data from structural tests of buildingconstructions, elements, connections, and assemblies. Thevideo may be used in conjunction with a written test report.Generally, a video should contain the following parts:6.1.17.1 Object statement (title and

27、 author),6.1.17.2 Specimen design and selection,6.1.17.3 Apparatus description,6.1.17.4 Specimen installation,6.1.17.5 Instrumentation,6.1.17.6 Ambient conditions,6.1.17.7 Specimen weight (dead and live),6.1.17.8 Testing,6.1.17.9 Failure load and description,6.1.17.10 Time under load,6.1.17.11 Confo

28、rmity of specimen,6.1.17.12 Officials (technicians, professionals, and observ-ers), and6.1.17.13 Appendixes.6.1.18 Use the headings listed that are appropriate. Useother more appropriate headings may be used, if they betterdescribe the contents.7. Conformity7.1 A report shall contain a statement ind

29、icating whether ornot the construction of the test specimen represents actual orintended construction. If the construction does not representtypical manufacture, deviations shall be noted.7.2 When a standard test method is used, a statement shallbe included indicating its name and designation. Devia

30、tionsfrom it shall be described.8. Officials8.1 Signatures of persons responsible for the supervision ofa test shall be included as well as a list of any official observers.9. Appendixes9.1 All data not specifically required by a testing standardbut useful to a better understanding of the test resul

31、ts, conclu-sions, or recommendations should be appended to a report.10. Keywords10.1 building construction; structural testsE575052ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard

32、are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif no

33、t revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which

34、you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).E575053