SAE AMS3411 Flux, Silver Brazing, High Temperature
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Product Code:SAE AMS3411
Title:Flux, Silver Brazing, High Temperature
Issuing Committee:Ams B Finishes Processes And Fluids Committee
Scope:This specification covers a silver-brazing flux in paste form.
Title:Flux, Silver Brazing, High Temperature
Issuing Committee:Ams B Finishes Processes And Fluids Committee
Scope:This specification covers a silver-brazing flux in paste form.
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上一篇: SAE AMS3410 Flux, Silver Brazing
下一篇: SAE AMS3532 Ethylene Tetrafluoroethylene (Etfe) Molded Sheet Tress-Relieved (Cancelled Oct 1995)
下一篇: SAE AMS3532 Ethylene Tetrafluoroethylene (Etfe) Molded Sheet Tress-Relieved (Cancelled Oct 1995)
【英文标准名称】:StandardTestMethodforDeterminingShort-TermCompressionBehaviorofGeosynthetics
【原文标准名称】:土工合成织物短期压缩处理测定的标准试验方法
【标准号】:ASTMD6364-2006
【标准状态】:现行
【国别】:
【发布日期】:2006
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:D35.01
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:复合材料;压缩;变形;标记;塑料;试验方法
【英文主题词】:compression;deformation;geocomposite;indextest;yieldpoint
【摘要】:Thecompressionbehaviortestforgeosyntheticsisintendedtobeanindextest.Itisanticipatedthattheresultsofthecompressionbehaviortestwillbeusedtoevaluateproduct.Theresultsoftheanalysesmayalsobeusedtocomparetherelativecompressiveyieldpointsofmaterialsthatexhibitadetectablecompressiveyieldpoint.Itisanticipatedthatthistestwillbeusedforqualitycontroltestingtoevaluateuniformityandconsistencywithinalotorbetweenlotswheresamplegeometryfactors(forexample,thickness)ormaterialsmayhavechanged.Note18212;Thisisaone-dimensionaltestforcompressiveloadingofageosynthetic(s)inoneplane.5.1.1Thecompressiveyieldpointofgeosyntheticsmaybeevaluatedfromthestress/strainrelationship.Manymaterialsexhibitcompressivedeformationbutmaynotshowadistinctcompressiveyieldpoint.Thistestmethodcanbeusedtoevaluatetheshort-termstress/strainbehaviorofgeosyntheticsundercompressivestresswhileloadedataconstantrateofdeformation.Thistestmethodmaybeusedforacceptancetestingofcommercialshipmentsofgeosyntheticsbutcautionisadvisedbecauseinterlabtestingisincomplete.5.3.1Inthecaseofadisputearisingfromdifferencesinreportedtestresultswhenusingthistestmethodforacceptancetestingofcommercialshipments,thepurchaserandthesuppliershouldconductcomparativeteststodetermineifthereisstatisticalbiasbetweentheirlaboratories.Competentstatisticalassistanceisrecommendedfortheinvestigationofbias.Asaminimum,twopartiesshouldtakeagroupoftestspecimensfrommaterialshippedtotheproject.Thetestspecimensshouldthenberandomlyassignedinequalnumberstoeachlaboratoryfortesting.TheaverageresultsfromthetwolaboratoriesshouldbecomparedusingtheStudentrsquo;t-testforunpaireddataandanacceptableprobabilitylevelchosenbythetwopartiesbeforethetestingisbegun.Ifbiasisfound,eitheritscausemustbefoundandcorrectedorthepurchaserandsuppliermustagreetointerpretfuturetestresultsinthelightoftheknownbias.1.1Thistestmethodcoverstheproceduresforevaluationofthedeformationsofageosyntheticorcombinationofgeosynthetics(thatis,geocomposite(excludinggeotextiles,geomembranes,andgeosyntheticclayliners))undershort-termcompressiveloading.Thistestmethodisstrictlyanindextestmethodtobeusedtoverifythecompressivestrengthconsistencyofagivenmanufacturedgeosynthetic(s).Resultsfromthistestmethodshouldnotbeconsideredasanindicationofactualorlong-termperformanceofthegeosynthetic(s)infieldapplications.1.2Sincethesegeosyntheticsmayexperiencemuti-directionalcompressiveloadingsinthefield,thistestmethodwillnotshowactualfieldperformanceandshouldnotbeusedforthisspecificobjective.Theevaluatoroftheresultsshouldalsorecognizethatthedeterminationoftheshort-termsingleplanecompressivebehaviorofgeosyntheticsdoesnotreflecttheinstalledperformanceofsyntheticdrainagesystemsand,therefore,shouldnotbeusedastheonlymethodofproductspecificationorperformancewithrespecttosyntheticdrainagesystems.Thisstandarddoesnotpurporttoaddressallthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatehealthandsafetypracticesandtodeterminetheapplicabilityofregulatorylimitationspriortouse.1.3ThevaluesinSIunitsaretoberegardedasthestandard.Valuesininch-poundunitsareprovidedinparenthesesforinformation.
【中国标准分类号】:W59
【国际标准分类号】:83_140_99
【页数】:6P.;A4
【正文语种】:
Product Code:SAE AMS5584
Title:Steel, Corrosion and Heat Resistant, Seamless and Welded Hydraulic Tubing, 17Cr - 12Ni - 1.5Mo - 0.03C max, Cold Drawn, 1/8 Hard Temper
Issuing Committee:Ams F Corrosion Heat Resistant Alloys Committee
Scope: This specification covers a corrosion and heat resistant steel in the form of two types of thin-wall, close-tolerance tubing 0.125 to 2.00 inches (3.18 to 50.8 mm) in nominal OD.This tubing has been used typically in high pressure hydraulic or pneumatic systems assembled with brazed joints, but usage is not limited to such applications.
Rationale: This specification covers a corrosion and heat resistant steel in the form of two types of thin-wall, close-tolerance tubing 0.125 to 2.00 inches (3.18 to 50.8 mm) in nominal OD.This tubing has been used typically in high pressure hydraulic or pneumatic systems assembled with brazed joints, but usage is not limited to such applications.
【原文标准名称】:土工合成织物短期压缩处理测定的标准试验方法
【标准号】:ASTMD6364-2006
【标准状态】:现行
【国别】:
【发布日期】:2006
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:D35.01
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:复合材料;压缩;变形;标记;塑料;试验方法
【英文主题词】:compression;deformation;geocomposite;indextest;yieldpoint
【摘要】:Thecompressionbehaviortestforgeosyntheticsisintendedtobeanindextest.Itisanticipatedthattheresultsofthecompressionbehaviortestwillbeusedtoevaluateproduct.Theresultsoftheanalysesmayalsobeusedtocomparetherelativecompressiveyieldpointsofmaterialsthatexhibitadetectablecompressiveyieldpoint.Itisanticipatedthatthistestwillbeusedforqualitycontroltestingtoevaluateuniformityandconsistencywithinalotorbetweenlotswheresamplegeometryfactors(forexample,thickness)ormaterialsmayhavechanged.Note18212;Thisisaone-dimensionaltestforcompressiveloadingofageosynthetic(s)inoneplane.5.1.1Thecompressiveyieldpointofgeosyntheticsmaybeevaluatedfromthestress/strainrelationship.Manymaterialsexhibitcompressivedeformationbutmaynotshowadistinctcompressiveyieldpoint.Thistestmethodcanbeusedtoevaluatetheshort-termstress/strainbehaviorofgeosyntheticsundercompressivestresswhileloadedataconstantrateofdeformation.Thistestmethodmaybeusedforacceptancetestingofcommercialshipmentsofgeosyntheticsbutcautionisadvisedbecauseinterlabtestingisincomplete.5.3.1Inthecaseofadisputearisingfromdifferencesinreportedtestresultswhenusingthistestmethodforacceptancetestingofcommercialshipments,thepurchaserandthesuppliershouldconductcomparativeteststodetermineifthereisstatisticalbiasbetweentheirlaboratories.Competentstatisticalassistanceisrecommendedfortheinvestigationofbias.Asaminimum,twopartiesshouldtakeagroupoftestspecimensfrommaterialshippedtotheproject.Thetestspecimensshouldthenberandomlyassignedinequalnumberstoeachlaboratoryfortesting.TheaverageresultsfromthetwolaboratoriesshouldbecomparedusingtheStudentrsquo;t-testforunpaireddataandanacceptableprobabilitylevelchosenbythetwopartiesbeforethetestingisbegun.Ifbiasisfound,eitheritscausemustbefoundandcorrectedorthepurchaserandsuppliermustagreetointerpretfuturetestresultsinthelightoftheknownbias.1.1Thistestmethodcoverstheproceduresforevaluationofthedeformationsofageosyntheticorcombinationofgeosynthetics(thatis,geocomposite(excludinggeotextiles,geomembranes,andgeosyntheticclayliners))undershort-termcompressiveloading.Thistestmethodisstrictlyanindextestmethodtobeusedtoverifythecompressivestrengthconsistencyofagivenmanufacturedgeosynthetic(s).Resultsfromthistestmethodshouldnotbeconsideredasanindicationofactualorlong-termperformanceofthegeosynthetic(s)infieldapplications.1.2Sincethesegeosyntheticsmayexperiencemuti-directionalcompressiveloadingsinthefield,thistestmethodwillnotshowactualfieldperformanceandshouldnotbeusedforthisspecificobjective.Theevaluatoroftheresultsshouldalsorecognizethatthedeterminationoftheshort-termsingleplanecompressivebehaviorofgeosyntheticsdoesnotreflecttheinstalledperformanceofsyntheticdrainagesystemsand,therefore,shouldnotbeusedastheonlymethodofproductspecificationorperformancewithrespecttosyntheticdrainagesystems.Thisstandarddoesnotpurporttoaddressallthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatehealthandsafetypracticesandtodeterminetheapplicabilityofregulatorylimitationspriortouse.1.3ThevaluesinSIunitsaretoberegardedasthestandard.Valuesininch-poundunitsareprovidedinparenthesesforinformation.
【中国标准分类号】:W59
【国际标准分类号】:83_140_99
【页数】:6P.;A4
【正文语种】:
Product Code:SAE AMS5584
Title:Steel, Corrosion and Heat Resistant, Seamless and Welded Hydraulic Tubing, 17Cr - 12Ni - 1.5Mo - 0.03C max, Cold Drawn, 1/8 Hard Temper
Issuing Committee:Ams F Corrosion Heat Resistant Alloys Committee
Scope: This specification covers a corrosion and heat resistant steel in the form of two types of thin-wall, close-tolerance tubing 0.125 to 2.00 inches (3.18 to 50.8 mm) in nominal OD.This tubing has been used typically in high pressure hydraulic or pneumatic systems assembled with brazed joints, but usage is not limited to such applications.
Rationale: This specification covers a corrosion and heat resistant steel in the form of two types of thin-wall, close-tolerance tubing 0.125 to 2.00 inches (3.18 to 50.8 mm) in nominal OD.This tubing has been used typically in high pressure hydraulic or pneumatic systems assembled with brazed joints, but usage is not limited to such applications.