ASTM D6027 D6027M-2015 8959 Standard Practice for Calibrating Linear Displacement Transducers for Geotechnical Purposes《校准岩土工程使用线性位移传感器的标准实施规程》.pdf
《ASTM D6027 D6027M-2015 8959 Standard Practice for Calibrating Linear Displacement Transducers for Geotechnical Purposes《校准岩土工程使用线性位移传感器的标准实施规程》.pdf》由会员分享,可在线阅读,更多相关《ASTM D6027 D6027M-2015 8959 Standard Practice for Calibrating Linear Displacement Transducers for Geotechnical Purposes《校准岩土工程使用线性位移传感器的标准实施规程》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D6027/D6027M 15Standard Practice forCalibrating Linear Displacement Transducers forGeotechnical Purposes1This standard is issued under the fixed designation D6027/D6027M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision,
2、 the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This practice outlines the procedure for calibratingdisplacement transducers and their readout systems f
3、or geo-technical purposes. It covers any transducer used to measuredisplacement, which gives an electrical output that is linearlyproportional to displacement. This includes linear variabledisplacement transducers (LVDTs), linear displacement trans-ducers (LDTs) and linear strain transducers (LSTs).
4、1.2 This calibration procedure is used to determine therelationship between output of the transducer and its readoutsystem and change in length. This relationship is used toconvert readings from the transducer readout system intoengineering units.1.3 This calibration procedure also is used to determ
5、ine theaccuracy of the transducer and its readout system over therange of its use to compare with the manufacturers specifica-tions for the instrument and the suitability of the instrument fora specific application.1.4 The values stated in either SI units or inch-pound unitsgiven in brackets are to
6、be regarded separately as the standard.The values stated in each system may not be exact equivalents;therefore, each system shall be used independently of the other.Combination values from the two systems may results innon-conformance with standard.1.5 All observed and calculated values shall confor
7、m to theguidelines for significant digits and rounding established inPractice D6026 unless superseded by this standard.1.5.1 The procedures used to specify how data are collected,recorded or calculated in this standard are regarded as theindustry standard. In addition they are representative of thes
8、ignificant digits that generally should be retained. The proce-dures used do not consider material variation, purpose forobtaining the data, special purpose studies, or any consider-ation for the users objectives; it is common practice toincrease or reduce significant digits of reported data to beco
9、mmensurate with these consideration. It is beyond the scopeof this standard to consider significant digits used in analyticalmethods for engineering design.1.6 This practice offers a set of instructions for performingone or more specific operations. This standard cannot replaceeducation or experienc
10、e and should be used in conjunction withprofessional judgment. Not all aspects of this practice may beapplicable in all circumstances. This ASTM standard is notintended to represent or replace the standard of care by whichthe adequacy of a given professional service must be judged,nor should this do
11、cument be applied without consideration ofa projects many unique aspects. The word “standard” in thetitle of this document means only that the document has beenapproved through the ASTM consensus process.1.7 This standard does not purport to address all of thesafety concerns, if any, associated with
12、 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.2. Referenced Documents2.1 ASTM Standards:2D653 Terminology Relating to Soil, Rock, and ContainedFluidsD3740 Pr
13、actice for Minimum Requirements for AgenciesEngaged in Testing and/or Inspection of Soil and Rock asUsed in Engineering Design and ConstructionD6026 Practice for Using Significant Digits in GeotechnicalData3. Terminology3.1 DefinitionsDefinitions of terms used in this practiceare in accordance with
14、Terminology D653.3.2 Definitions of Terms Specific to This Standard:3.2.1 calibrated range, ndistance for which the transduceris calibrated.1This practice is under the jurisdiction of ASTM Committee D18 on Soil andRock and is the direct responsibility of Subcommittee D18.95 on InformationRetrieval a
15、nd Data Automation.Current edition approved July 1, 2015. Published July 2015. Originally approvedin 1996. Last previous edition approved in 2004 as D602796(2004), which waswithdrawn February 2013 and reinstated in July 2015. DOI: 10.1520/D6027_D6027M-15.2For referenced ASTM standards, visit the AST
16、M website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Ha
17、rbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.2.2 core, ncentral rod that moves in and out of thetransducer body.3.2.3 displacement transducer, nan electrical transducerwhich converts linear displacement to electrical output.3.2.4 null position, nthe core position within
18、 the sensorbody at which the transducer voltage output is zero (sometransducers may not have a null position).3.2.5 power supply, na voltage source with output equal tothat required by the sensor.3.2.6 readout system, nelectronic equipment that acceptsoutput from the signal conditioner for the trans
19、ducer andprovides a visual display or digital record of the transduceroutput.3.2.7 signal conditioner, nelectronic equipment thatmakes the output of the transducer compatible with the readoutsystem. The signal conditioner may also filter the transduceroutput to remove noise.3.2.8 total linear range
20、(TLR), ntotal distance that thecore may move from the position of maximum voltage outputto the position of minimum voltage output with a linearrelationship between displacement and voltage.3.2.9 traceability certificate, na certificate of inspectioncertifying that the transducer meets indicated spec
21、ifications forits particular grade or model and whose accuracy is traceable tothe National Institute of Standards and Technology or toanother international standard.4. Summary of Practice4.1 Adisplacement transducer is mounted in such manner topermit it to be subjected to a precise, known displaceme
22、nt.4.2 Displacement is applied in steps over the full range ofthe transducer and readings taken from the readout device.4.3 The slope of the best-fit straight line relating sensorreadout data to displacement is determined by linear regres-sion.4.4 The percent error of the transducer readout system i
23、scalculated and compared with the requirements for the specificuse of the sensor.5. Significance and Use5.1 The displacement transducer plays an important role ingeotechnical applications to measure change in dimensions ofspecimens.5.2 The displacement transducer must be calibrated for usein the lab
24、oratory to ensure reliable conversions of the sensorselectrical output to engineering units.5.3 The displacement transducer should be calibrated beforeinitial use, at least annually thereafter, after any change in theelectronic configuration that employs the sensor, after anysignificant change in te
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