JIS M4002-1969 粉碎工作指数试验方法
作者:标准资料网 时间:2024-05-20 01:13:25 浏览:9263
来源:标准资料网
下载地址: 点击此处下载
【英文标准名称】:
【原文标准名称】:粉碎工作指数试验方法
【标准号】:JISM4002-1969
【标准状态】:作废
【国别】:日本
【发布日期】:1969-02-01
【实施或试行日期】:
【发布单位】:日本工业标准调查会(JISC)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:粒度减小;工作研究;磨碎;试验;数据表示
【英文主题词】:
【摘要】:
【中国标准分类号】:D90
【国际标准分类号】:
【页数】:
【正文语种】:
【原文标准名称】:粉碎工作指数试验方法
【标准号】:JISM4002-1969
【标准状态】:作废
【国别】:日本
【发布日期】:1969-02-01
【实施或试行日期】:
【发布单位】:日本工业标准调查会(JISC)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:粒度减小;工作研究;磨碎;试验;数据表示
【英文主题词】:
【摘要】:
【中国标准分类号】:D90
【国际标准分类号】:
【页数】:
【正文语种】:
下载地址: 点击此处下载
上一篇: NF A06-100-1969 锰矿石的化学分析.二氧化硅的重量测定法
下一篇: NF A03-715-1969 钢铁产品.预应力和后应力先张力和后张力结构钢筋用多心钢索和扭绞钢索等温松驰试验
下一篇: NF A03-715-1969 钢铁产品.预应力和后应力先张力和后张力结构钢筋用多心钢索和扭绞钢索等温松驰试验
【英文标准名称】:StandardTestMethodsforPermeabilityofFeeblyMagneticMaterials
【原文标准名称】:弱磁材料透磁率的标准试验方法
【标准号】:ASTMA342/A342M-1999
【标准状态】:作废
【国别】:美国
【发布日期】:1999
【实施或试行日期】:
【发布单位】:美国材料与试验协会(ASTM)
【起草单位】:ASTM
【标准类型】:()
【标准水平】:()
【中文主题词】:材料的磁性能;特性;电工钢;材料;钢;电气工程;磁学;渗透率;金属;渗透性
【英文主题词】:steels;electricalengineering;properties;metals;permeability;electricalsteels;permability;materials;magnetism;magneticpropertiesofmaterials
【摘要】:
【中国标准分类号】:L19
【国际标准分类号】:29_030
【页数】:5P;A4
【正文语种】:英语
【英文标准名称】:Eurocode3.Designofsteelstructures-StrengthandStabilityofShellStructures
【原文标准名称】:欧洲法规3.钢结构的设计.壳层结构的强度和稳定性
【标准号】:BSEN1993-1-6-2007
【标准状态】:现行
【国别】:英国
【发布日期】:2007-05-31
【实施或试行日期】:2007-05-31
【发布单位】:英国标准学会(GB-BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:皱折;隆起;组件;建筑;定义;挖掘;设计;尺寸选定;欧洲法规;疲劳;扁钢;荷载能力;材料;数学计算;机械性能;塑性(流体);壳;不锈钢;钢架结构;应力;应力外壳结构;钢结构作业;结构;公差(测量)
【英文主题词】:Buckling;Bulging;Components;Construction;Definition;Definitions;Delves;Design;Dimensioning;EUROCODE;Fatigue;Flatsteels;Loadcapacity;Materials;Mathematicalcalculations;Mechanicalproperties;Plasticproperties(fluids);Shell;Stainlesssteels;Steel-framedconstructions;Stress;Stressed-skinstructures;Structuralsteelwork;Structures;Tolerances(measurement)
【摘要】:(1)EN1993-1-6givesbasicdesignrulesforplatedsteelstructuresthathavetheformofashellofrevolution.(2)ThisStandardisintendedforuseinconjunctionwithEN1993-1-1,EN1993-1-3,EN1993-1-4,EN1993-1-9andtherelevantapplicationpartsofEN1993,whichinclude:Part3.1fortowersandmasts;Part3.2forchimneys;Part4.1forsilos;Part4.2fortanks;Part4.3forpipelines.(3)ThisStandarddefinesthecharacteristicanddesignvaluesoftheresistanceofthestructure.(4)ThisStandardisconcernedwiththerequirementsfordesignagainsttheultimatelimitstatesof:plasticlimit;cyclicplasticity;buckling;fatigue.(5)Overallequilibriumofthestructure(sliding,uplifting,overturning)isnotincludedinthisStandard,butistreatedinEN1993-1-1.SpecialconsiderationsforspecificapplicationsareincludedintherelevantapplicationpartsofEN1993.(6)TheprovisionsinthisStandardapplytoaxisymmetricshellsandassociatedcircularorannularplatesandtobeamsectionringsandstringerstiffenerswheretheyformpartofthecompletestructure.Generalproceduresforcomputercalculationsofallshellformsarecovered.DetailedexpressionsforthehandcalculationofunstiffenedcylindersandconesaregivenintheAnnexes.(7)CylindricalandconicalpanelsarenotexplicitlycoveredbythisStandard.However,theprovisionscanbeapplicableiftheappropriateboundaryconditionsaredulytakenintoaccount.(8)ThisStandardisintendedforapplicationtosteelshellstructures.Wherenostandardexistsforshellstructuresmadeofothermetals,theprovisionsofthisstandardsmaybeappliedprovidedthattheappropriatematerialpropertiesaredulytakenintoaccount.(9)TheprovisionsofthisStandardareintendedtobeappliedwithinthetemperaturerangedefinedintherelevantEN1993applicationparts.Themaximumtemperatureisrestrictedsothattheinfluenceofcreepcanbeneglectedifhightemperaturecreepeffectsarenotcoveredbytherelevantapplicationpart.(10)TheprovisionsinthisStandardapplytostructuresthatsatisfythebrittlefractureprovisionsgiveninEN1993-1-10.(11)TheprovisionsofthisStandardapplytostructuraldesignunderactionsthatcanbetreatedasquasi-staticinnature.(12)InthisStandard,itisassumedthatbothwindloadingandbulksolidsflowcan,ingeneral,betreatedasquasi-staticactions.(13)DynamiceffectsshouldbetakenintoaccountaccordingtotherelevantapplicationpartofEN1993,includingtheconsequencesforfatigue.However,thestressresultantsarisingfromdynamicbehaviouraretreatedinthispartasquasi-static.(14)TheprovisionsinthisStandardapplytostructuresthatareconstructedinaccordancewithEN1090-2.(15)ThisStandarddoesnotcovertheaspectsofleakage.(16)ThisStandardisintendedforapplicationtostructureswithinthefollowinglimits:designmetaltemperatureswithintherange?50°Cto+300°C;radiustothicknessratioswithintherange20to5000.NOTE:Itshouldbenotedthatthestressdesignrulesofthisstandardmayberatherconservativeifappliedtosomegeometriesandloadingconditionsforrelativelythick-walledshells.
【中国标准分类号】:Q73
【国际标准分类号】:91_010_30;91_080_10
【页数】:98P.;A4
【正文语种】:英语
【原文标准名称】:弱磁材料透磁率的标准试验方法
【标准号】:ASTMA342/A342M-1999
【标准状态】:作废
【国别】:美国
【发布日期】:1999
【实施或试行日期】:
【发布单位】:美国材料与试验协会(ASTM)
【起草单位】:ASTM
【标准类型】:()
【标准水平】:()
【中文主题词】:材料的磁性能;特性;电工钢;材料;钢;电气工程;磁学;渗透率;金属;渗透性
【英文主题词】:steels;electricalengineering;properties;metals;permeability;electricalsteels;permability;materials;magnetism;magneticpropertiesofmaterials
【摘要】:
【中国标准分类号】:L19
【国际标准分类号】:29_030
【页数】:5P;A4
【正文语种】:英语
【英文标准名称】:Eurocode3.Designofsteelstructures-StrengthandStabilityofShellStructures
【原文标准名称】:欧洲法规3.钢结构的设计.壳层结构的强度和稳定性
【标准号】:BSEN1993-1-6-2007
【标准状态】:现行
【国别】:英国
【发布日期】:2007-05-31
【实施或试行日期】:2007-05-31
【发布单位】:英国标准学会(GB-BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:皱折;隆起;组件;建筑;定义;挖掘;设计;尺寸选定;欧洲法规;疲劳;扁钢;荷载能力;材料;数学计算;机械性能;塑性(流体);壳;不锈钢;钢架结构;应力;应力外壳结构;钢结构作业;结构;公差(测量)
【英文主题词】:Buckling;Bulging;Components;Construction;Definition;Definitions;Delves;Design;Dimensioning;EUROCODE;Fatigue;Flatsteels;Loadcapacity;Materials;Mathematicalcalculations;Mechanicalproperties;Plasticproperties(fluids);Shell;Stainlesssteels;Steel-framedconstructions;Stress;Stressed-skinstructures;Structuralsteelwork;Structures;Tolerances(measurement)
【摘要】:(1)EN1993-1-6givesbasicdesignrulesforplatedsteelstructuresthathavetheformofashellofrevolution.(2)ThisStandardisintendedforuseinconjunctionwithEN1993-1-1,EN1993-1-3,EN1993-1-4,EN1993-1-9andtherelevantapplicationpartsofEN1993,whichinclude:Part3.1fortowersandmasts;Part3.2forchimneys;Part4.1forsilos;Part4.2fortanks;Part4.3forpipelines.(3)ThisStandarddefinesthecharacteristicanddesignvaluesoftheresistanceofthestructure.(4)ThisStandardisconcernedwiththerequirementsfordesignagainsttheultimatelimitstatesof:plasticlimit;cyclicplasticity;buckling;fatigue.(5)Overallequilibriumofthestructure(sliding,uplifting,overturning)isnotincludedinthisStandard,butistreatedinEN1993-1-1.SpecialconsiderationsforspecificapplicationsareincludedintherelevantapplicationpartsofEN1993.(6)TheprovisionsinthisStandardapplytoaxisymmetricshellsandassociatedcircularorannularplatesandtobeamsectionringsandstringerstiffenerswheretheyformpartofthecompletestructure.Generalproceduresforcomputercalculationsofallshellformsarecovered.DetailedexpressionsforthehandcalculationofunstiffenedcylindersandconesaregivenintheAnnexes.(7)CylindricalandconicalpanelsarenotexplicitlycoveredbythisStandard.However,theprovisionscanbeapplicableiftheappropriateboundaryconditionsaredulytakenintoaccount.(8)ThisStandardisintendedforapplicationtosteelshellstructures.Wherenostandardexistsforshellstructuresmadeofothermetals,theprovisionsofthisstandardsmaybeappliedprovidedthattheappropriatematerialpropertiesaredulytakenintoaccount.(9)TheprovisionsofthisStandardareintendedtobeappliedwithinthetemperaturerangedefinedintherelevantEN1993applicationparts.Themaximumtemperatureisrestrictedsothattheinfluenceofcreepcanbeneglectedifhightemperaturecreepeffectsarenotcoveredbytherelevantapplicationpart.(10)TheprovisionsinthisStandardapplytostructuresthatsatisfythebrittlefractureprovisionsgiveninEN1993-1-10.(11)TheprovisionsofthisStandardapplytostructuraldesignunderactionsthatcanbetreatedasquasi-staticinnature.(12)InthisStandard,itisassumedthatbothwindloadingandbulksolidsflowcan,ingeneral,betreatedasquasi-staticactions.(13)DynamiceffectsshouldbetakenintoaccountaccordingtotherelevantapplicationpartofEN1993,includingtheconsequencesforfatigue.However,thestressresultantsarisingfromdynamicbehaviouraretreatedinthispartasquasi-static.(14)TheprovisionsinthisStandardapplytostructuresthatareconstructedinaccordancewithEN1090-2.(15)ThisStandarddoesnotcovertheaspectsofleakage.(16)ThisStandardisintendedforapplicationtostructureswithinthefollowinglimits:designmetaltemperatureswithintherange?50°Cto+300°C;radiustothicknessratioswithintherange20to5000.NOTE:Itshouldbenotedthatthestressdesignrulesofthisstandardmayberatherconservativeifappliedtosomegeometriesandloadingconditionsforrelativelythick-walledshells.
【中国标准分类号】:Q73
【国际标准分类号】:91_010_30;91_080_10
【页数】:98P.;A4
【正文语种】:英语
