ASTM E1215-1993(2003) Standard Specification for Trailers Used for Measuring Vehicular Response to Road Roughness《测量车辆对道路粗糙度的行车响应用挂车》.pdf
《ASTM E1215-1993(2003) Standard Specification for Trailers Used for Measuring Vehicular Response to Road Roughness《测量车辆对道路粗糙度的行车响应用挂车》.pdf》由会员分享,可在线阅读,更多相关《ASTM E1215-1993(2003) Standard Specification for Trailers Used for Measuring Vehicular Response to Road Roughness《测量车辆对道路粗糙度的行车响应用挂车》.pdf(2页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E 1215 93 (Reapproved 2003)Standard Specification forTrailers Used for Measuring Vehicular Response to RoadRoughness1This standard is issued under the fixed designation E 1215; the number immediately following the designation indicates the year oforiginal adoption or, in the case of rev
2、ision, 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 document covers the design, performance, andoperating features of a trailer used for measurin
3、g response toroad roughness.1.2 The specified trailer is a two-wheeled, single-axle ve-hicle that is towed on highways at typical traffic speeds whilethe relative movement between the axle and body is transducedand recorded as an indication of road roughness.1.3 The instrumentation for sensing the m
4、ovements of thetrailer is not covered in this specification. One example ofinstrumentation is described in Test Methods E 1082.1.4 The values stated in inch-pound units are to be regardedas the standard.1.5 The following caveat pertains only to Section 5 of thisspecification: This standard does not
5、purport to address all ofthe safety 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.2. Referenced Documents2.1 ASTM Standards:
6、E 1082 Test Method for Measurement of Vehicular Re-sponse to Traveled Surface Roughness2E 1136 Specification for a Radial Reference Test Tire22.2 Other Document:A4082 TPC Tire Performance Criteria, Procedures andSpecifications33. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 sp
7、rung massthe total mass minus the unsprungmass.3.1.2 suspension deflectionthe change in the vertical dis-tance between the axle at its centerline and a hypotheticalreference line directly above the axle centerline on the rigidframe structure.4. Other Requirements4.1 Damping Ratio of Suspension Syste
8、mThe dampingratio of the suspension system on the assembled trailer shall beevaluated by measuring the accumulated suspension movementon the trailer as it is towed over a known or standard calibrationtest surface. It must be verified that it meets one of theacceptance criteria.3The design requiremen
9、ts for the shockabsorbers (5.1.1.3) may be used as an alternative to thisrequirement.4.2 Spring RateThe spring force constant (spring rate) ofthe assembled suspension shall be measured as follows:4.2.1 Apparatus:4.2.1.1 Dial Indicators, with a nominal accuracy of 0.001in. (0.025 mm). Two are require
10、d.4.2.1.2 Loading Weights, permitting load increments ofapproximately 20 lbf (89 N) are required.4.2.2 ProcedureMeasure the vertical deflections of thesuspension by placing the dial indicators at points proximate tothe coil springs. With the trailer parked on a level surface,gently apply the weights
11、, in approximately 20-lbf (89-N)increments, on the longitudinal centerline of the trailer directlyabove the centerline of the axle while recording the suspensiondeflection values observed on each dial indicator. Take care notto jar the trailer when applying the weights. Once all theweights have been
12、 applied up to the total mass, remove them inthe same manner while recording the deflection measurementsat each increment.4.2.3 Data ReductionSeparately plot the load-deflectionvalues for each suspension system (left and right) on rectilineargraph paper. Draw a straight line that best reflects the s
13、lope ofthe upward (loading) and downward (unloading) data points,ignoring the initial data point if necessary. The slope of thatline is the spring rate and must fall within the range of 180 to220 lbf/in. (32 to 39 N/mm).4.3 Legal Requirements:1This specification is under the jurisdiction of ASTM Com
14、mittee E17 onVehicle-Pavement Systems and is the direct responsibility of Subcommittee E17.31on Methods for Measuring Profile and Roughness.Current edition approved July 15, 1993. Published November 1993. Originallyapproved in 1987. Last previous edition approved in 1990 as E 1215 90.2Annual Book of
15、 ASTM Standards, Vol 04.03.3Available from General Motors Engineering Staff, GM Proving Ground,Milford, MI 48042.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.3.1 The vehicle and trailer shall comply with all appli-cable state an
16、d federal laws, including those related to hitchconnections and lighting of towed vehicles.4.3.2 Reasonable precautions shall be taken beyond thoseimposed by laws and regulations to ensure maximum safety ofoperating personnel and other traffic.5. Design Requirements5.1 ChassisThe chassis shall consi
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