換熱器的應(yīng)力分析報(bào)告

換熱器的應(yīng)力分析報(bào)告表一換熱器設(shè)備要緊數(shù)據(jù)表數(shù)據(jù)類別數(shù)據(jù)名稱數(shù)值管程殼程差不多數(shù)據(jù)容器類別三類物料名稱原料氣（CO2,Clˉ,水）凈化氣腐蝕裕量mm02焊縫接頭系數(shù)管箱1封頭1筒體1封頭1設(shè)計(jì)載荷設(shè)計(jì)壓力MPa12.69.9設(shè)計(jì)溫度oC（最大差）40-20工作載荷工作壓力MPa12.09.4工作溫度oC（最大差）340水壓實(shí)驗(yàn)Ⅰ水壓實(shí)驗(yàn)壓力012.14水壓實(shí)驗(yàn)Ⅱ水壓實(shí)驗(yàn)壓力15.750波動(dòng)載荷與否做疲勞分析否表二多種材料性能參數(shù)表構(gòu)件名稱材料牌號(hào)彈性模量E（MPa）泊松比μ設(shè)計(jì)應(yīng)力強(qiáng)度（MPa）殼程筒體16MnR2.06e50.3157管程筒體16MnR2.06e50.3157管板鍛件00Cr22Ni5Mo3N2.00e50.3177換熱管00Cr22Ni5Mo3N2.00e50.31772工具和技術(shù)JB4732-95《鋼制壓力容器-分析設(shè)計(jì)原則》GB151-1999《管殼式換熱器》GB150-1998《鋼制壓力容器》ANSYS有限元分析軟件3幾何模型 本構(gòu)造由殼程筒體、管程筒體、管板、換熱管構(gòu)成。在建立三維幾何模型時(shí)，運(yùn)用對(duì)稱性，沿圓周向截取90度的扇形區(qū)域，管程筒體沿軸向取50mm，殼程筒體沿軸向取L=2.5（R是與筒體的平均半徑，t是該筒體的厚度），算得不大于400mm，在那個(gè)地點(diǎn)取400mm，根據(jù)圣維南原理就能夠排除筒體邊沿處軸向應(yīng)力分布對(duì)管板處應(yīng)力分布的妨礙。圖1換熱器整體模型圖2換熱器管板模型 在ANSYS有限元模型中，為了同時(shí)體現(xiàn)換熱管對(duì)管板的支撐作用和管孔對(duì)管板的削弱作用，在ANSYS建立模型中，換熱管也進(jìn)行網(wǎng)格劃分，單元用SOLID45，同時(shí)全部模型都采納的是SOLID45單元。 在進(jìn)行ANSYS運(yùn)算時(shí)，已考慮了腐蝕裕量的妨礙，具體做法是，由于只有殼程有腐蝕裕量，將殼程筒體的壁厚加2mm，筒體的內(nèi)直徑加4mm，而管板和換熱管都采納的是00Cr22Ni5Mo3N材料，因此不用考慮腐蝕裕量。 構(gòu)造整體的幾何模型見圖1和圖2，其中，圖1是換熱器整體模型，圖2是換熱器管板模型。有關(guān)管板的四分之一模型見圖3，其中有殼程筒體-管板-管程筒體連接處的細(xì)部和九十度布管區(qū)布管詳圖。圖4為主體構(gòu)造三維幾何模型，圖5為主體構(gòu)造有限元模型，圖6和圖7為主體構(gòu)造有限元模型的細(xì)部。圖3殼程筒體-管板-管程筒體連接處細(xì)部和九十度布管區(qū)布管詳圖圖4主體構(gòu)造三維幾何模型圖5主體構(gòu)造有限元模型圖6主體構(gòu)造有限元模型細(xì)部-管板圖7主體構(gòu)造有限元模型細(xì)部-鍛件4力學(xué)模型本構(gòu)造在所考慮的多種工況下能夠構(gòu)建統(tǒng)一的力學(xué)模型。4.1約束構(gòu)造給定下列約束：在沿殼程筒體400mm處的截面上，殼程筒體端部和換熱器端部的軸向位移為0；在沿?fù)Q熱器周向的兩個(gè)分割面上，即位于0度和90度角處，在0度截面上，全部y方向的位移為0，在90度截面上，全部x方向的位移為0。圖8在0度截面上，全部y方向的位移為0，在90度截面上，全部x方向的位移為0圖9殼程筒體端部和換熱器端部的軸向位移為04.2應(yīng)力邊界 構(gòu)造承當(dāng)?shù)妮d荷是下列獨(dú)立載荷的組合：作用于殼側(cè)表面（涉及殼程筒體內(nèi)表面、管板及其端部殼側(cè)表面，見圖10）的殼程壓力；作用于管側(cè)表面（涉及管箱筒體內(nèi)表面、管板及其端部管側(cè)表面、管板上管孔內(nèi)表面，見REF_Ref67536234\r\h圖11）的管程壓力；作用于換熱管內(nèi)徑和外徑的管程壓力和殼程壓力（見圖12和圖13）；由于管程壓力引發(fā)的作用于管程筒體端部的拉應(yīng)力，它總是與作用于管側(cè)表面的內(nèi)壓力同時(shí)存在，其大小為，其中Pt為管程壓力，為管程側(cè)管板面積，為管程側(cè)筒體圓環(huán)面積；由于本設(shè)備是高壓低溫臥式換熱器，本次應(yīng)力分析中忽視下列載荷：各處金屬的溫度；重力；風(fēng)載荷；地震載荷；介質(zhì)液柱靜壓力。圖10作用于殼側(cè)表面的殼程壓力圖11作用于管側(cè)表面的管程壓力圖12換熱管的外徑受殼程壓力圖13換熱管的內(nèi)徑受管程壓力載荷組合根據(jù)本設(shè)備的操作條件，應(yīng)力分析時(shí)考慮下列載荷組合（即工況）：殼程水壓實(shí)驗(yàn)工況：殼程水壓實(shí)驗(yàn)壓力作用于殼側(cè)表面，管側(cè)壓力為0；管程水壓實(shí)驗(yàn)工況：管程水壓實(shí)驗(yàn)壓力作用于管側(cè)表面，殼側(cè)壓力為0；設(shè)計(jì)工況：殼程設(shè)計(jì)壓力作用于殼側(cè)表面，管程設(shè)計(jì)壓力作用于管側(cè)表面；操作工況：殼程操作壓力作用于殼側(cè)表面，管程操作壓力作用于管側(cè)表面。5應(yīng)力分析及評(píng)定5.1應(yīng)力分析過程建立三維幾何模型；對(duì)構(gòu)造給定約束，依次施加四組載荷組合（下列簡稱四種工況）并儲(chǔ)存載荷；分別對(duì)四種工況進(jìn)行有限元應(yīng)力分析運(yùn)算；后解決與應(yīng)力評(píng)定。5.2應(yīng)力評(píng)定截面對(duì)四種工況的有限元應(yīng)力分析運(yùn)算完畢后，根據(jù)顧力分布情形選定應(yīng)力評(píng)定的截面進(jìn)行應(yīng)力評(píng)定。圖14應(yīng)力評(píng)定截面設(shè)計(jì)工況下應(yīng)力評(píng)定圖15設(shè)計(jì)工況下第三強(qiáng)度應(yīng)力分布圖1.途徑PATH1上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0078.41235.50合格2.途徑PATH2上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0084.04235.50合格3.途徑PATH3上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0072.75235.50合格4.途徑PATH4上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0073.24235.50合格5.途徑PATH5上的一次總體薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.00119.9157.00合格6.途徑PATH6上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0048.19265.50合格7.途徑PATH7上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0072.74265.50合格8.途徑PATH8上的一次薄膜加彎曲薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0082.13265.50合格5.4水壓實(shí)驗(yàn)Ⅰ下應(yīng)力評(píng)定圖16水壓實(shí)驗(yàn)Ⅰ下第三強(qiáng)度應(yīng)力分布圖1.途徑PATH1上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0014.10235.50合格2.途徑PATH2上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0043.31235.50合格3.途徑PATH3上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0082.64235.50合格4.途徑PATH4上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0058.54235.50合格5.途徑PATH5上的一次總體薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.00141.6157.00合格6.途徑PATH6上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0042.95265.50合格7.途徑PATH7上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0063.88265.50合格8.途徑PATH8上的一次薄膜加彎曲薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0040.37265.50合格5.5水壓實(shí)驗(yàn)Ⅱ下應(yīng)力評(píng)定圖17水壓實(shí)驗(yàn)Ⅱ下第三強(qiáng)度應(yīng)力分布圖1.途徑PATH1上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0097.88235.50合格2.途徑PATH2上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.00102.1235.50合格3.途徑PATH3上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.00117.0235.50合格4.途徑PATH4上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0062.88235.50合格5.途徑PATH5上的一次總體薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0061.71157.00合格6.途徑PATH6上的一次局部薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0038.42265.50合格7.途徑PATH7上的一次薄膜加彎曲應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0051.10265.50合格8.途徑PATH8上的一次薄膜加彎曲薄膜應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0088.79265.50合格5.6工作工況下應(yīng)力評(píng)定圖18工作工況下第三強(qiáng)度應(yīng)力分布圖1.途徑PATH1上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0086.37471.00合格2.途徑PATH2上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.00112.6471.00合格3.途徑PATH3上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0057.08471.00合格4.途徑PATH4上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.0075.06471.00合格5.途徑PATH5上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論16MnR常溫157.00118.3471.00合格6.途徑PATH6上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0061.92531.00合格7.途徑PATH7上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0062.67531.00合格8.途徑PATH8上的一次加二次應(yīng)力強(qiáng)度評(píng)定:材料溫度Sm運(yùn)算應(yīng)力許用極限KSm結(jié)論00Cr22Ni5Mo3N常溫177.0083.38531.00合格6數(shù)值成果6.1.1設(shè)計(jì)工況下沿途徑PATH1應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L1DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=61895OUTSIDENODE=61894LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ-4.86332.5072.97-0.4899-0.6168E-01-4.728S1S2S3SINTSEQV73.2632.50-5.15578.4167.93**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI4.848-2.838-7.7300.1012-0.3193E-020.8672C0.0000.0000.0000.0000.0000.000O-4.8482.8387.730-0.10120.3193E-02-0.8672S1S2S3SINTSEQVI4.909-2.840-7.79012.7011.09C0.0000.0000.0000.0000.000O7.7902.840-4.90912.7011.09**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.1461E-0129.6665.24-0.3887-0.6487E-01-3.860C-4.86332.5072.97-0.4899-0.6168E-01-4.728O-9.71135.3380.70-0.5911-0.5849E-01-5.595S1S2S3SINTSEQVI65.4729.66-0.247365.7256.99C73.2632.50-5.15578.4167.93O81.0535.34-10.0691.1178.90**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.68140.35771.372-0.1466E-010.6313E-020.9123C0.1005-0.1585-0.36800.3903E-02-0.3571E-02-0.4989O0.27920.27630.9992E-01-0.9545E-030.7970E-021.083S1S2S3SINTSEQVI1.7190.3579-1.0282.7472.379C0.4175-0.1585-0.68491.1020.9551O1.2770.2763-0.89762.1741.885**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.696030.0266.61-0.4033-0.5856E-01-2.948C-4.76232.3472.60-0.4860-0.6525E-01-5.227O-9.43235.6180.80-0.5920-0.5052E-01-4.511S1S2S3SINTSEQVTEMPI66.7430.02-0.830267.5758.590.000C72.9632.34-5.12078.0867.63O81.0335.62-9.66590.6978.540.0006.1.2設(shè)計(jì)工況下沿途徑PATH2應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L2DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=63359OUTSIDENODE=63380LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ2.95144.5968.11-0.5411-0.8036E-01-5.980S1S2S3SINTSEQV68.6544.592.40066.2558.09**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI6.6534.22916.850.2576E-01-0.1463-12.62C0.0000.0000.0000.0000.0000.000O-6.653-4.229-16.85-0.2576E-010.146312.62S1S2S3SINTSEQVI25.364.229-1.85427.2224.74C0.0000.0000.0000.0000.000O1.854-4.229-25.3627.2224.74**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI9.60448.8184.96-0.5153-0.2266-18.60C2.95144.5968.11-0.5411-0.8036E-01-5.980O-3.70140.3651.25-0.56680.6589E-016.635S1S2S3SINTSEQVI89.3048.825.25884.0472.80C68.6544.592.40066.2558.09O52.0440.36-4.49856.5451.70**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI8.74610.2025.00-0.12850.1214-18.73C-1.582-1.699-4.1520.8281E-020.3240E-013.742O3.2122.7106.025-0.7267E-02-0.4568E-01-6.263S1S2S3SINTSEQVI37.2910.20-3.54440.8335.99C1.090-1.699-6.8237.9136.952O11.042.710-1.80112.8411.28**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI18.3559.01110.0-0.6438-0.1052-37.32C1.36942.8963.96-0.5328-0.4796E-01-2.238O-0.489543.0757.28-0.57410.E-010.3721S1S2S3SINTSEQVTEMPI123.259.025.062118.2102.50.000C64.0442.891.28362.7555.30O57.2843.07-0.499457.7852.150.0006.1.3設(shè)計(jì)工況下沿途徑PATH3應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L3DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=63373OUTSIDENODE=63380LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ3.05350.0654.56-0.59760.7509E-014.446S1S2S3SINTSEQV54.9450.072.66552.2750.02**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI8.6995.915-11.950.6406E-010.13119.062C0.0000.0000.0000.0000.0000.000O-8.699-5.91511.95-0.6406E-01-0.1311-9.062S1S2S3SINTSEQVI12.115.914-15.3727.4824.96C0.0000.0000.0000.0000.000O15.37-5.914-12.1127.4824.96**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI11.7555.9842.60-0.53350.206213.51C3.05350.0654.56-0.59760.7509E-014.446O-5.64644.1566.51-0.6616-0.5601E-01-4.616S1S2S3SINTSEQVI55.9947.686.66749.3245.74C54.9450.072.66552.2750.02O66.8044.16-5.94972.7564.48**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI18.32-0.3521-19.100.0.306411.21C-3.5370.33864.847-0.9812E-010.8808E-01-3.769O5.156-1.082-9.2320.8754E-010.7622E-014.988S1S2S3SINTSEQVI21.42-0.3530-22.2143.6337.78C6.2950.3370-4.98311.289.772O6.718-1.083-10.7917.5115.19**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI30.0755.6323.50-0.33120.512524.72C-0.484250.4059.40-0.69570.16320.6776O-0.489543.0757.28-0.57410.E-010.3721S1S2S3SINTSEQVTEMPI55.6451.721.84553.7951.940.000C59.4150.41-0.501459.9255.96O57.2843.07-0.499457.7852.150.0006.1.4設(shè)計(jì)工況下沿途徑PATH4應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L4DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=68121OUTSIDENODE=68117LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ-4.42868.4765.25-0.94620.6891E-014.691S1S2S3SINTSEQV68.4865.56-4.75473.2471.82**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-4.5750.7565-6.378-0.6170E-010.1892E-010.9445C0.0000.0000.0000.0000.0000.000O4.575-0.75656.3780.6170E-01-0.1892E-01-0.9445S1S2S3SINTSEQVI0.7572-4.172-6.7837.5406.632C0.0000.0000.0000.0000.000O6.7834.172-0.75727.5406.632**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-9.00369.2358.87-1.0080.8784E-015.636C-4.42868.4765.25-0.94620.6891E-014.691O0.147967.7171.63-0.88450.4999E-013.747S1S2S3SINTSEQVI69.2459.33-9.48178.7274.26C68.4865.56-4.75473.2471.82O71.8267.72-0.5958E-0171.8869.92**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI0.21850.65651.415-0.7271E-02-0.6321E-02-0.9362C0.1206-0.2251-0.61400.4894E-020.3763E-020.4256O-0.70090.24381.041-0.1230E-01-0.8732E-02-0.7660S1S2S3SINTSEQVI1.9280.6566-0.29432.2221.931C0.3155-0.2251-0.80881.1240.9739O1.3300.2440-0.99002.3202.010**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-8.78569.8860.29-1.0150.8151E-014.700C-4.30768.2464.63-0.94130.7268E-015.117O-0.553067.9672.67-0.89680.4126E-012.981S1S2S3SINTSEQVTEMPI69.9060.60-9.11679.0174.800.000C68.2665.01-4.69772.9571.39O72.7967.97-0.685973.4771.190.0006.1.5設(shè)計(jì)工況下沿途徑PATH5應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L5DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=68127OUTSIDENODE=68135LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ-4.781115.165.09-1.563-0.1501E-01-1.153S1S2S3SINTSEQV115.165.11-4.821119.9104.3**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI3.710-0.980014.820.6065E-010.8087E-040.4122E-01C0.0000.0000.0000.0000.0000.000O-3.7100.9800-14.82-0.6065E-01-0.8087E-04-0.4122E-01S1S2S3SINTSEQVI14.823.710-0.980815.8014.05C0.0000.0000.0000.0000.000O0.9808-3.710-14.8215.8014.05**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-1.072114.179.90-1.502-0.1493E-01-1.112C-4.781115.165.09-1.563-0.1501E-01-1.153O-8.491116.150.27-1.624-0.1509E-01-1.194S1S2S3SINTSEQVI114.179.92-1.107115.2102.5C115.165.11-4.821119.9104.3O116.150.30-8.536124.6108.0**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.4012-0.1489E-01-0.1910-0.4994E-020.1519E-020.2597C0.1458E-01-0.7645E-010.1187E-010.1184E-02-0.9529E-03-0.1275O0.34290.32070.14360.2597E-030.2293E-020.2504S1S2S3SINTSEQVI-0.1377E-01-0.1702E-01-0.57640.56260.5610C0.1408-0.7646E-01-0.11430.25510.2384O0.51280.3207-0.2629E-010.53910.4732**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-1.473114.179.71-1.507-0.1341E-01-0.8521C-4.767115.065.10-1.562-0.1597E-01-1.281O-8.148116.450.42-1.623-0.1280E-01-0.9439S1S2S3SINTSEQVTEMPI114.179.72-1.502115.6102.80.000C115.065.12-4.811119.9104.3O116.450.43-8.184124.6108.00.0006.1.6設(shè)計(jì)工況下沿途徑PATH6應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L6DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=230OUTSIDENODE=3439LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ19.1736.19-11.46-2.7180.1148-1.850S1S2S3SINTSEQV36.6118.85-11.5748.1942.21**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-19.40-14.67-0.92693.057-0.12991.576C0.0000.0000.0000.0000.0000.000O19.4014.670.9269-3.0570.1299-1.576S1S2S3SINTSEQVI-0.7921-13.20-21.0120.2217.66C0.0000.0000.0000.0000.000O21.0113.200.792120.2217.66**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.229521.52-12.390.3393-0.1512E-01-0.2736C19.1736.19-11.46-2.7180.1148-1.850O38.5750.86-10.54-5.7750.2446-3.426S1S2S3SINTSEQVI21.52-0.2287-12.4033.9229.76C36.6118.85-11.5748.1942.21O53.1836.48-10.7763.9657.46**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI1.0190.11820.2702-0.2725-0.2600-0.6944E-01C-1.201-0.26450.1796-0.7067E-010.2955-0.1758O7.897-0.7643-1.2351.276-0.5805-0.1070S1S2S3SINTSEQVI1.0950.4484-0.13611.2311.067C0.3501-0.4118-1.2241.5751.364O8.085-0.5157-1.6719.7569.233**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI0.789321.64-12.120.6674E-01-0.2751-0.3430C17.9735.92-11.28-2.7890.4103-2.026O46.4750.09-11.77-4.500-0.3359-3.533S1S2S3SINTSEQVTEMPI21.640.7981-12.1333.7729.510.000C36.3617.68-11.4247.7841.71O53.1843.60-11.9965.1760.950.0006.1.7設(shè)計(jì)工況下沿途徑PATH7應(yīng)力線性化數(shù)值成果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L7DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=227OUTSIDENODE=3437LOADSTEP0SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ9.31040.11-12.68-11.670.2600-0.8227S1S2S3SINTSEQV44.045.413-12.7156.7550.21**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-11.25-13.48-2.1216.971-0.36791.380C0.0000.0000.0000.0000.0000.000O11.2513.482.121-6.9710.3679-1.380S1S2S3SINTSEQVI-1.852-5.494-19.5017.6516.14C0.0000.0000.0000.0000.000O19.505.4941.85217.6516.14**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-1.93726.63-14.80-4.701-0.10790.5575C9.31040.11-12.68-11.670.2600-0.8227O20.5653.59-10.56-18.640.6279-2.203S1S2S3SINTSEQVI27.38-2.667-14.8342.2137.63C44.045.413-12.7156.7550.21O62.0112.30-10.7372.7464.39**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.4576E-01-1.7081.4290.2922-0.4411-1.050C-0.46480.4286-1.401-0.47950.36370.9551O1.102-6.5011.3520.6712-0.5561-0.6055S1S2S3SINTSEQVI2.049-0.5890-1.7843.8323.397C0.63900.4534E-01-2.1222.7602.517O1.9320.6122-6.5928.5247.947**TOTAL**I=INSIDEC=CENTERO=OUTSIDESX