ASTM F1093-1999(2007) 漏油治理水域拦油栅的抗拉强度特性的标准试验方法
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【英文标准名称】:StandardTestMethodsforTensileStrengthCharacteristicsofOilSpillResponseBoom
【原文标准名称】:漏油治理水域拦油栅的抗拉强度特性的标准试验方法
【标准号】:ASTMF1093-1999(2007)
【标准状态】:现行
【国别】:
【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(US-ASTM)
【起草单位】:F20.11
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:帆底横杆;抗拉强度;载荷试验;飞溅控制材料;拉伸强度特性;试验;系统;拉伸性能
【英文主题词】:booms;loadingtests;spillcontrolmaterials/systems;tension(tensile)properties/tests-tensilestrength;tensilestrengthcharacteristicsofoilspillresponseboom,test
【摘要】:Boomsectionsarefrequentlycombinedintoassemblageshundredsofmetersinlengthpriortotowingthroughthewatertoaspillsite.Thefrictionofmovinglongboomassemblagesthroughthewatercanimposehightensilestressesonboomsegmentsnearthetowvessel.Tensileforcesarealsosetupinaboomwhenitisbeingtowedinasweepingmode.Themagnitudeofthistensileforcecanberelatedtotheimmerseddepthoftheboom,thelengthofboominvolved,thewidthofthebightformedbythetwotowingvessels,andthespeedofmovement.Note18212;Whenthetowingspeedexceedsabout1knot(0.5m/s),substantialoilwillbelostundertheboom.Knowledgeofmaximumandallowableworkingtensilestresseswillhelpintheselectionofboomforagivenapplicationandwillpermitspecificationofsafetowingandanchoringconditionsforanygivenboom.1.1Thesetestmethodscoverstaticlaboratorytestsofthestrengthofoilspillresponseboomundertensileloading.1.2Thisstandarddoesnotpurporttoaddressallofthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatesafetyandhealthpracticesanddeterminetheapplicabilityofregulatorylimitationspriortouse.Foraspecifichazardstatement,seeSection7.
【中国标准分类号】:J88
【国际标准分类号】:13_060_99
【页数】:4P.;A4
【正文语种】:
【原文标准名称】:漏油治理水域拦油栅的抗拉强度特性的标准试验方法
【标准号】:ASTMF1093-1999(2007)
【标准状态】:现行
【国别】:
【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(US-ASTM)
【起草单位】:F20.11
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:帆底横杆;抗拉强度;载荷试验;飞溅控制材料;拉伸强度特性;试验;系统;拉伸性能
【英文主题词】:booms;loadingtests;spillcontrolmaterials/systems;tension(tensile)properties/tests-tensilestrength;tensilestrengthcharacteristicsofoilspillresponseboom,test
【摘要】:Boomsectionsarefrequentlycombinedintoassemblageshundredsofmetersinlengthpriortotowingthroughthewatertoaspillsite.Thefrictionofmovinglongboomassemblagesthroughthewatercanimposehightensilestressesonboomsegmentsnearthetowvessel.Tensileforcesarealsosetupinaboomwhenitisbeingtowedinasweepingmode.Themagnitudeofthistensileforcecanberelatedtotheimmerseddepthoftheboom,thelengthofboominvolved,thewidthofthebightformedbythetwotowingvessels,andthespeedofmovement.Note18212;Whenthetowingspeedexceedsabout1knot(0.5m/s),substantialoilwillbelostundertheboom.Knowledgeofmaximumandallowableworkingtensilestresseswillhelpintheselectionofboomforagivenapplicationandwillpermitspecificationofsafetowingandanchoringconditionsforanygivenboom.1.1Thesetestmethodscoverstaticlaboratorytestsofthestrengthofoilspillresponseboomundertensileloading.1.2Thisstandarddoesnotpurporttoaddressallofthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatesafetyandhealthpracticesanddeterminetheapplicabilityofregulatorylimitationspriortouse.Foraspecifichazardstatement,seeSection7.
【中国标准分类号】:J88
【国际标准分类号】:13_060_99
【页数】:4P.;A4
【正文语种】:
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