ASTM G84-1989(2012) Standard Practice for Measurement of Time-of-Wetness on Surfaces Exposed to Wetting Conditions as in Atmospheric Corrosion Testing《在大气腐蚀测试中表面暴露在潮湿条件下湿润时间的测量的标准操.pdf
《ASTM G84-1989(2012) Standard Practice for Measurement of Time-of-Wetness on Surfaces Exposed to Wetting Conditions as in Atmospheric Corrosion Testing《在大气腐蚀测试中表面暴露在潮湿条件下湿润时间的测量的标准操.pdf》由会员分享,可在线阅读,更多相关《ASTM G84-1989(2012) Standard Practice for Measurement of Time-of-Wetness on Surfaces Exposed to Wetting Conditions as in Atmospheric Corrosion Testing《在大气腐蚀测试中表面暴露在潮湿条件下湿润时间的测量的标准操.pdf(8页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: G84 89 (Reapproved 2012)Standard Practice forMeasurement of Time-of-Wetness on Surfaces Exposed toWetting Conditions as in Atmospheric Corrosion Testing1This standard is issued under the fixed designation G84; the number immediately following the designation indicates the year of origin
2、aladoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscriptepsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers a technique for monitoring time-of-wetness (T
3、OW) on surfaces exposed to cyclic atmosphericconditions which produce depositions of moisture.1.2 The practice is also applicable for detecting and moni-toring condensation within a wall or roof assembly and in testapparatus.1.3 Exposure site calibration or characterization can besignificantly enhan
4、ced if TOW is measured for comparisonwith other sites, particularly if this data is used in conjunctionwith other site-specific instrumentation techniques.1.4 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.1.5 This standard doe
5、s 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.2. Summary of Practice2.1 This pract
6、ice describes a technique for detecting andrecording surface moisture conditions. The moisture serves asan electrolyte to generate a potential in a moisture sensingelement galvanic cell that consists of alternate electrodes ofcopper and gold, silver and platinum, or zinc and gold. Thespacing of the
7、electrodes may be 100 to 200 m, the widthdimension is not considered critical (Fig. 1). However, whenzinc is used as an electrode material, the effects of thehygroscopic nature of the corrosion products on the perfor-mance of the sensor should be kept in mind. Also, the use ofcopper as a sensor mate
8、rial should be avoided in sulfurdioxide-laden atmospheres to avoid premature deterioration ofthe sensors copper substrate. The output (potential) from thiscell is fed through a signal conditioning circuit to an indicatingor recording device. The objective is to record the time thatmoisture is presen
9、t on the sensing element during any givenperiod. The fact that a potential is generated is critical to thistechnique.As pertains to this practice, the absolute value of thepotential generated is essentially of academic interest.2.2 This practice describes the moisture-sensing element,procedures for
10、conditioning the elements to develop stablefilms on the electrodes and verifying the sensing-elementfunction, and use of the element to record TOW.3. Significance and Use3.1 This practice provides a methodology for measuring theduration of wetness on a sensing element mounted on a surfacein a locati
11、on of interest. Experience has shown that the sensingelement reacts to factors that cause wetness in the same manneras the surface on which it is mounted.3.2 Surface moisture plays a critical role in the corrosion ofmetals and the deterioration of nonmetallics. The deposition ofmoisture on a surface
12、 can be caused by atmospheric or climaticphenomena such as direct precipitation of rain or snow,condensation, the deliquescence (or at least the hygroscopicnature) of corrosion products or salt deposits on the surface,and others. A measure of atmospheric or climatic factorsresponsible for moisture d
13、eposition does not necessarily givean accurate indication of the TOW. For example, the surfacetemperature of an object may be above or below both theambient and the dew point temperatures. As a result conden-sation will occur without an ambient meteorological indicationthat a surface has been subjec
14、ted to a condensation cycle.3.3 Structural design factors and orientation can be respon-sible for temperature differences and the consequent effect onTOW as discussed in 4.2. As a result, some surfaces may beshielded from rain or snow fall; drainage may be facilitated orprevented from given areas, a
15、nd so forth. Therefore variouscomponents of a structure can be expected to perform differ-ently depending on mass, orientation, air flow patterns, and soforth. A knowledge of TOW at different points on largestructures can be useful in the interpretation of corrosion orother testing results.3.4 In or
16、der to improve comparison of data obtained fromtest locations separated on a macrogeographical basis, auniform orientation of sensor elements boldly exposed in the1This practice is under the jurisdiction of ASTM Committee G01 on Corrosionof Metals and is the direct responsibility of Subcommittee G01
17、.04 on AtmosphericCorrosion.Current edition approved Jan. 1, 2012. Published March 2012. Originallyapproved in 1981. Last previous edition approved in 2005 as G8489(2005). DOI:10.1520/G0084-89R05.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, Uni
18、ted States.direction of the prevailing wind, at an angle of 30 above thehorizontal is recommended. Elevation of the sensor aboveground level should be recorded.3.5 Although this method does not develop relationshipsbetween TOW and levels of ambient relative humidity (RH),long term studies have been
19、carried out to show that the TOWexperienced annually by panels exposed under standard con-ditions is equivalent to the cumulative time the RH is above agiven threshold value.2This time value varies with locationand with other factors. Probability curves have been developedfor top and bottom surfaces
20、 of a standard panel at one locationwhich show the probable times that a surface will be wet as apercentage of the cumulative time the relative humidity is atspecific levels.3If needed, it should be possible to developsimilar relationships to deal with other exposure conditions.4. Sensor Preparation
21、, Conditioning, and Calibration4.1 The moisture sensing elements are manufactured byplating and selective etching of thin films of appropriate anodeor cathode material on a thin, nonconducting substrate. Theseelements may be procured from a commercial source.4Thinsensing elements are preferred in or
22、der to preclude influencingthe surface temperature to any extent. Although a sensorconstructed using a 1.5-mm thick glass reinforced polyesterbase has been found to be satisfactory on plastic surfaces(low-thermal conductivity, and where the temperature of thesensing element was measured as being wit
23、hin 60.5C of thesurface), this will not be the case with the same sensingelement on a metal surface with a high-thermal conductivity.For metal surfaces, the sensing element should be appreciablythinner. Commercial epoxy sensor backing products of thick-ness of 1.5 mm, or less, are suitable for this
24、purpose.4.2 Checking the Moisture Sensing Elements:4.2.1 Check the moisture sensing element for short circuit-ing due to low-resistance bridges between the electrodes orbreakdown in the dielectric properties of the base. The open-circuit resistance between the two sets of electrodes should bein exce
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