材料科学与工程基础作业讲评课件_第1页
材料科学与工程基础作业讲评课件_第2页
材料科学与工程基础作业讲评课件_第3页
材料科学与工程基础作业讲评课件_第4页
材料科学与工程基础作业讲评课件_第5页
已阅读5页,还剩23页未读 继续免费阅读

下载本文档

版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领

文档简介

第九次作业

中文4-1:铝的弹性模量为70GPa,泊松比为0.34,在83MPa的静水压时,此单位晶胞的体积是多少?由E=3K(1-2ν)

得K=E/[3(1-2ν)]=70Gpa/[3(1-2*0.34)]=72.9Gpa△V/V=σ/K=83Mpa/72.9GPa=1.14‰

V=4.04963*10-30*(1-1.14‰)=66.310-30(m3)

第九次作业

中文4-1:铝的弹性模量为70GPa,泊松比为14-3直径为12.83mm的试棒,标距长度为50mm,轴向受200kN的作用力后拉长0.456mm,且直径变成12.79mm,(a)此试棒的体积模量是多少?(b)剪切模量是多少?解:σ=F/S=F/(πd2/4)=1.56GPaε=ΔL/L=0.456/50=0.912%正弹性模量:E=σ/ε=1.56Gpa/0.912%=172.9Gpa泊松比:ν=-eY/eX

=[-(12.79-12.83)/12.83]/0.912%=0.342(a)体积模量:K=E/[3(1-2ν)]=172.9/[3(1-2*0.342)]=182Gpa(b)剪切模量:G=E/(2(1+ν))=172.9/[2*(1+0.342)]=64Gpa4-3直径为12.83mm的试棒,标距长度为50mm,轴向2英文书7.20Acylindricalmetalspecimen15.0mmindiameterand150mmlongistobesubjectedtoatensilestressof50Mpa;atthisstressleveltheresultingdeformationwillbetotallyelastic.(a)

Iftheelongationmustbelessthan0.072mm,whichofthemetalsinTable7.1aresuitablecandidates?Why?=

l/l0=0.072mm/150mm=0.00048=E,E=/=50MPa/0.00048=104GPa要使l<0.072mm,则E>104MPa,因此inTable7.1,themetalsofTungsten,steel,nickel,titaniumandcopperaresuitablecandidates.英文书7.20Acylindricalmetalsp3(b)If,inaddition,themaximumpermissiblediameterdecreaseis2.3×10-3mm,whichofthemetalsinTable7.1maybeused?Why?

y=

d/d0=0.0023mm/15mm=0.000153v=-

y/

x=0.000153/0.00048=0.319要使d<0.0023mm,则v<0.319,因此inTable7.1,themetalsofTungsten,steelandnickelmaybeused.(b)If,inaddition,themaxim47.24Acylindricalrod380mmlong,havingadiameterof10.0mm,istobesubjectedtoatensileload.Iftherodistoexperienceneitherplasticdeformationnoranelongationofmorethan0.9mmwhentheappliedloadis24,500N,whichofthefourmetalsoralloyslistedbelowarepossiblecandidates?7.24Acylindricalrod380mm5=F/A0=F/(d02/4)=24500N/(3.14*102mm2/4)=312MPa,因此从屈服强度来看,只有SteelalloyandBrassalloy才有可能。另外:=

l/l0=0.9mm/380mm=0.00237=E,E=/=312MPa/0.00237=131MPa,因此,l<0.9mm,E必须>大于131MPa,因此Steelalloy合适。=F/A0=F/(d02/4)=24500N/(3.67.47Asteelspecimenhavingarectangularcrosssectionofdimensions19mm×3.2mm(0.75in×0.125in.)hasthestress–strainbehaviorshowninFigure7.33.Ifthisspecimenissubjectedtoatensileforceof33,400N(7,500lbf),then(a)Determinetheelasticandplasticstrainvalues.(b)Ifitsoriginallengthis460mm(18in.),whatwillbeitsfinallengthaftertheloadinpartaisappliedandthenreleased?7.47Asteelspecimenhavinga7

(a)Determinetheelasticandplasticstrainvalues.弹性变形应变数值大约:0-0.0015,塑性变形:>0.0015(a)Determinetheelasticand8(b)Ifitsoriginallengthis460mm(18in.),whatwillbeitsfinallengthaftertheloadinpartaisappliedandthenreleased?E=slope=/=(2-1)/(2-1)=(300-0)MPa/(0.0013-0)=231GPa=F/A0=F/(a*b)=33400N/(19*3.2mm2)=549.3MPa图中可知,在该应力时的总应变为总=0.005,最大弹性为:弹=0.0015去除应力后弹性应变回复,故长度为:

l0

*(1+总-弹

)=460*(1+0.005

–0.0015

)=461.61mm(b)Ifitsoriginallengthis98.24(a)Show,foratensiletest,thatifthereisnochangeinspecimenvolumeduringthedeformationprocess(i.e.,A0

l0

=Adld).CW%=(A0-Ad

)/A0100=(1-Ad/A0)*100A0l0=Adld,Ad/A0=l0/ld=l0/(l0

+l)=1/[(l0

+l)/l0]=1/[1+]所以CW%=(A0-Ad

)/A0100=(1-Ad/A0)100=[1-1/(1+)]100=[/(1+)]100,即上式。(b)Usingtheresultofparta,computethepercentcoldworkexperiencedbynavalbrass(thestress–strainbehaviorofwhichisshowninFigure7.12)whenastressof400MPaisapplied.

=0.12CW%=[/(1+)]100=[0.12/(1+0.12)]100%=10.7%8.24(a)Show,foratensilet104-6.已知温度为25℃时五种高聚物的性能,用下面列的名称来识别是哪种高聚物,并说明原因。a.拉伸强度伸长率冲击强度(悬臂梁)弹性模量MPa%N·mMPa×103(1)62.111019.042.41551.800.416.9027.6724.080.82869.001.096.9017.32005.440.414名称:环氧树脂、聚四氟乙烯、聚乙烯、酚醛树脂、聚碳酸酯思考题(1)PC;(2)酚醛;(3)HDPE;(4)环氧树脂;(5)PTFE4-6.已知温度为25℃时五种高聚物的性能,用下面列的名称来114-14.有哪些途径可以提高材料的刚性?复合材料、提高材料刚性、结晶、交联、提高分子量、热处理4-14.有哪些途径可以提高材料的刚性?127.22Citetheprimarydifferencesbetweenelastic,anelastic,andplasticdeformationbehaviors.分别从概念、原子论角度、施加应力后的应变、材料的差别(或对应的材料)等几个方面阐述。7.22Citetheprimarydifferen13

8.18Describeinyourownwordsthethreestrengtheningmechanismsdiscussedinthischapter(i.e.,grainsizereduction,solidsolutionstrengthening,andstrainhardening).Besuretoexplainhowdislocationsareinvolvedineachofthestrengtheningtechniques.Grainsizereduction:晶粒尺寸减少,位错时滑移减少方向的改变;原子位置不连续减少。Solidsolutionstrengthening:加入不同种的原子相成形成固溶体或合金,这些加入的原子限制位错移动。Strainhardening:先施加应力产生位错。而位错之间的作用是排斥的,结果是存在的一个位错限制另一位错的移动。8.18Describeinyourownwor14第九次作业

中文4-1:铝的弹性模量为70GPa,泊松比为0.34,在83MPa的静水压时,此单位晶胞的体积是多少?由E=3K(1-2ν)

得K=E/[3(1-2ν)]=70Gpa/[3(1-2*0.34)]=72.9Gpa△V/V=σ/K=83Mpa/72.9GPa=1.14‰

V=4.04963*10-30*(1-1.14‰)=66.310-30(m3)

第九次作业

中文4-1:铝的弹性模量为70GPa,泊松比为154-3直径为12.83mm的试棒,标距长度为50mm,轴向受200kN的作用力后拉长0.456mm,且直径变成12.79mm,(a)此试棒的体积模量是多少?(b)剪切模量是多少?解:σ=F/S=F/(πd2/4)=1.56GPaε=ΔL/L=0.456/50=0.912%正弹性模量:E=σ/ε=1.56Gpa/0.912%=172.9Gpa泊松比:ν=-eY/eX

=[-(12.79-12.83)/12.83]/0.912%=0.342(a)体积模量:K=E/[3(1-2ν)]=172.9/[3(1-2*0.342)]=182Gpa(b)剪切模量:G=E/(2(1+ν))=172.9/[2*(1+0.342)]=64Gpa4-3直径为12.83mm的试棒,标距长度为50mm,轴向16英文书7.20Acylindricalmetalspecimen15.0mmindiameterand150mmlongistobesubjectedtoatensilestressof50Mpa;atthisstressleveltheresultingdeformationwillbetotallyelastic.(a)

Iftheelongationmustbelessthan0.072mm,whichofthemetalsinTable7.1aresuitablecandidates?Why?=

l/l0=0.072mm/150mm=0.00048=E,E=/=50MPa/0.00048=104GPa要使l<0.072mm,则E>104MPa,因此inTable7.1,themetalsofTungsten,steel,nickel,titaniumandcopperaresuitablecandidates.英文书7.20Acylindricalmetalsp17(b)If,inaddition,themaximumpermissiblediameterdecreaseis2.3×10-3mm,whichofthemetalsinTable7.1maybeused?Why?

y=

d/d0=0.0023mm/15mm=0.000153v=-

y/

x=0.000153/0.00048=0.319要使d<0.0023mm,则v<0.319,因此inTable7.1,themetalsofTungsten,steelandnickelmaybeused.(b)If,inaddition,themaxim187.24Acylindricalrod380mmlong,havingadiameterof10.0mm,istobesubjectedtoatensileload.Iftherodistoexperienceneitherplasticdeformationnoranelongationofmorethan0.9mmwhentheappliedloadis24,500N,whichofthefourmetalsoralloyslistedbelowarepossiblecandidates?7.24Acylindricalrod380mm19=F/A0=F/(d02/4)=24500N/(3.14*102mm2/4)=312MPa,因此从屈服强度来看,只有SteelalloyandBrassalloy才有可能。另外:=

l/l0=0.9mm/380mm=0.00237=E,E=/=312MPa/0.00237=131MPa,因此,l<0.9mm,E必须>大于131MPa,因此Steelalloy合适。=F/A0=F/(d02/4)=24500N/(3.207.47Asteelspecimenhavingarectangularcrosssectionofdimensions19mm×3.2mm(0.75in×0.125in.)hasthestress–strainbehaviorshowninFigure7.33.Ifthisspecimenissubjectedtoatensileforceof33,400N(7,500lbf),then(a)Determinetheelasticandplasticstrainvalues.(b)Ifitsoriginallengthis460mm(18in.),whatwillbeitsfinallengthaftertheloadinpartaisappliedandthenreleased?7.47Asteelspecimenhavinga21

(a)Determinetheelasticandplasticstrainvalues.弹性变形应变数值大约:0-0.0015,塑性变形:>0.0015(a)Determinetheelasticand22(b)Ifitsoriginallengthis460mm(18in.),whatwillbeitsfinallengthaftertheloadinpartaisappliedandthenreleased?E=slope=/=(2-1)/(2-1)=(300-0)MPa/(0.0013-0)=231GPa=F/A0=F/(a*b)=33400N/(19*3.2mm2)=549.3MPa图中可知,在该应力时的总应变为总=0.005,最大弹性为:弹=0.0015去除应力后弹性应变回复,故长度为:

l0

*(1+总-弹

)=460*(1+0.005

–0.0015

)=461.61mm(b)Ifitsoriginallengthis238.24(a)Show,foratensiletest,thatifthereisnochangeinspecimenvolumeduringthedeformationprocess(i.e.,A0

l0

=Adld).CW%=(A0-Ad

)/A0100=(1-Ad/A0)*100A0l0=Adld,Ad/A0=l0/ld=l0/(l0

+l)=1/[(l0

+l)/l0]=1/[1+]所以CW%=(A0-Ad

)/A0100=(1-Ad/A0)100=[1-1/(1+)]100=[/(1+)]100,即上式。(b)Usingtheresultofparta,computethepercentcoldworkexperiencedbynavalbrass(thestress–strainbehaviorofwhichisshowninFigure7.12)whenastressof400MPaisapplied.

=0.12CW%=[/(1+)]100=[0.12/(1+0.12)]100%=10.7%8.24(a)Show,foratensilet244-6.已知温度为25℃时五种高聚物的性能,用下面列的名称来识别是哪种高聚物,并说明原因。a.拉伸强度伸长率冲击强度(悬臂梁)弹性模量MPa%N·mMPa×103(1)62.111019.042.41551.800.416.9027.6

温馨提示

  • 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
  • 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
  • 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
  • 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
  • 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
  • 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
  • 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

评论

0/150

提交评论