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)容器類別物料名稱三類原料氣〔CO,Clˉ,水〕2凈化氣腐蝕裕量mm焊縫接頭系數(shù)0管箱1 封頭12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水壓試驗(yàn)Ⅰ水壓試驗(yàn)壓力012.14水壓試驗(yàn)Ⅱ水壓試驗(yàn)壓力15.750波動(dòng)載荷是否做疲乏分析否表二各種材料性能參數(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00Cr22Ni5Mo3N2.00e50.3177工具和技術(shù)JB4732-95《鋼制壓力容器-分析設(shè)計(jì)標(biāo)準(zhǔn)》GB151-1999《管殼式換熱器》GB150-1998《鋼制壓力容器》ANSYS有限元分析軟件幾何模型Rt本構(gòu)造由殼程筒體、管程筒體、管板、換熱管組成。在建立三維幾何模型時(shí)，利用對(duì)稱9050mL=2.5RtRt是該筒體的厚度，算得小于400m，在那個(gè)地點(diǎn)取400m，依照圣維南原理就能夠排解筒體邊緣處軸向應(yīng)力分布對(duì)管板處應(yīng)力分布的阻礙。1換熱器整體模型2換熱器管板模型在ANSYS作用，在ANSYS建立模型中，換熱管也進(jìn)展網(wǎng)格劃分，單元用SOLID45，同時(shí)全部模型都承受的是SOLID45單元。在進(jìn)展ANSYS運(yùn)算時(shí)，已考慮了腐蝕裕量的阻礙，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，而管板和換熱管都承受的是00Cr22Ni5Mo3N材料，因此不用考慮腐蝕裕量。12，其中，圖1是換熱器整體模型，圖2是換熱器管板模型。關(guān)于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)部和九45為主體構(gòu)造有限元模型，圖67為主體構(gòu)造有限元模型的細(xì)部。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4主體構(gòu)造三維幾何模型5主體構(gòu)造有限元模型6主體構(gòu)造有限元模型細(xì)部-管板力學(xué)模型

7主體構(gòu)造有限元模型細(xì)部-鍛件本構(gòu)造在所考慮的各種工況下能夠構(gòu)建統(tǒng)一的力學(xué)模型。約束構(gòu)造給定以下約束：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；0900y090度截面上，全部x0。80度截面上，全部y090度截面上，全部x09殼程筒體端部和換熱器端部的軸向位移為0應(yīng)力邊界構(gòu)造擔(dān)當(dāng)?shù)妮d荷是以下獨(dú)立載荷的組合：〔10〕的殼程壓力；作用于管側(cè)外表〔包括管箱筒體內(nèi)外表、管板及其端部管側(cè)外表、管板上管孔內(nèi)外表，見錯(cuò)誤〕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1；Pt S筒體圓環(huán)面積；

1，其中Pt為管程壓力，S為管程側(cè)管板面積，S 為管程側(cè)S1 2S2由于本設(shè)備是高壓低溫臥式換熱器，本次應(yīng)力分析中無視以下載荷：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。10作用于殼側(cè)外表的殼程壓力11作用于管側(cè)外表的管程壓力12換熱管的外徑受殼程壓力載荷組合

13換熱管的內(nèi)徑受管程壓力依照本設(shè)備的操作條件，應(yīng)力分析時(shí)考慮以下載荷組合〔即工況：殼程水壓試驗(yàn)工況：殼程水壓試驗(yàn)壓力作用于殼側(cè)外表，管側(cè)壓力為0；管程水壓試驗(yàn)工況：管程水壓試驗(yàn)壓力作用于管側(cè)外表，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)外表，管程設(shè)計(jì)壓力作用于管側(cè)外表；操作工況：殼程操作壓力作用于殼側(cè)外表，管程操作壓力作用于管側(cè)外表。應(yīng)力分析及評(píng)定應(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〔以下簡(jiǎn)稱四種工況〕并儲(chǔ)存載荷；分別對(duì)四種工況進(jìn)展有限元應(yīng)力分析運(yùn)算；后處理與應(yīng)力評(píng)定。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)算完成后應(yīng)力評(píng)定。14應(yīng)力評(píng)定截面設(shè)計(jì)工況下應(yīng)力評(píng)定15設(shè)計(jì)工況下第三強(qiáng)度應(yīng)力分布圖路徑PATH1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合格路徑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合格路徑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合格路徑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合格路徑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合格路徑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177.0048.19 265.50 合格路徑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合格路徑PATH8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合格水壓試驗(yàn)Ⅰ下應(yīng)力評(píng)定16水壓試驗(yàn)Ⅰ下第三強(qiáng)度應(yīng)力分布圖路徑PATH1材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論16MnR 常溫 157.0014.10 235.50 路徑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合格路徑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合格路徑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合格路徑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157.00141.6 157.00 合格路徑PATH6材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論00Cr22Ni5Mo3N常溫177.0042.95 265.50 合格路徑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177.0063.88 265.50 合格路徑PATH8材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論00Cr22Ni5Mo3N常溫177.0040.37 265.50 合格水壓試驗(yàn)Ⅱ下應(yīng)力評(píng)定17水壓試驗(yàn)Ⅱ下第三強(qiáng)度應(yīng)力分布圖路徑PATH1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合格路徑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合格路徑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合格路徑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合格路徑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157.0061.71 157.00 合格路徑PATH6材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論00Cr22Ni5Mo3N常溫177.0038.42 265.50 合格路徑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177.0051.10 265.50 合格路徑PATH8材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論00Cr22Ni5Mo3N常溫177.0088.79 265.50 合格工作工況下應(yīng)力評(píng)定18工作工況下第三強(qiáng)度應(yīng)力分布圖路徑PATH1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合格路徑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合格路徑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 157.0057.08 471.00 合格路徑PATH4材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論16MnR 常溫 157.0075.06 471.00 合格路徑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合格路徑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177.0061.92 531.00 合格路徑PATH7材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論00Cr22Ni5Mo3N常溫177.0062.67 531.00 合格路徑PATH8材料 溫度Sm 運(yùn)算應(yīng)力許用極限KSm 結(jié)論00Cr22Ni5Mo3N常溫177.0083.38 531.00 合格數(shù)值結(jié)果設(shè)計(jì)工況下沿路徑PATH1應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L1 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=61895 OUTSIDENODE=61894LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ-4.863 32.50 72.97 -0.4899 -0.6168E-01-4.728S1 S2 S3 SINT SEQV73.26 32.50 -5.155 78.41 67.93SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI4.848-2.838-7.7300.1012-0.3193E-020.8672C0.0000.0000.0000.0000.0000.000O-4.8482.8387.730-0.10120.3193E-02-0.8672S1 S2S3 SINT SEQVI4.909 -2.840-7.790 12.70 11.09C0.000 0.0000.000 0.000 0.000O7.790 2.840-4.909 12.70 11.09**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESX SYSZ SXY SYZ SXZI-0.1461E-01 29.6665.24 -0.3887 -0.6487E-01-3.860C-4.863 32.5072.97 -0.4899 -0.6168E-01-4.728O-9.711 35.3380.70 -0.5911 -0.5849E-01-5.595S1 S2S3 SINT SEQVI65.47 29.66-0.2473 65.72 56.99C73.26 32.50-5.155 78.41 67.93O81.05 35.34-10.06 91.11 78.90**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZ SXY SYZSXZI-0.68140.35771.372 -0.1466E-010.6313E-020.9123C0.1005-0.1585-0.3680 0.3903E-02-0.3571E-02-0.4989O0.27920.27630.9992E-01-0.9545E-030.7970E-021.083S1S2S3 SINT SEQVI1.7190.3579-1.028 2.747 2.379C0.4175-0.1585-0.6849 1.102 0.9551O1.2770.2763-0.8976 2.174 1.885**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-01-4.511S1S2S3SINTSEQVTEMPI66.7430.02-0.830267.5758.590.000C72.9632.34-5.12078.0867.63O81.0335.62-9.66590.6978.540.000設(shè)計(jì)工況下沿路徑PATH2應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L2 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=63359 OUTSIDENODE=63380LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ2.951 44.59 68.11 -0.5411 -0.8036E-01-5.980S1 S2 S3 SINT SEQV68.65SX44.59 2.400 66.25 58.09**BENDING**I=INSIDEC=CENTERO=OUTSIDESY SZ SXY SYZ SXZI6.6534.229 16.85 0.2576E-01-0.1463 -12.62C0.0000.000 0.000 0.000 0.000 0.000O-6.653-4.229 -16.85 -0.2576E-010.1463 12.62S1S2 S3 SINT SEQVI25.364.229 -1.854 27.22 24.74C0.0000.000 0.000 0.000 0.000O1.854-4.229 -25.36 27.22 24.74**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSY SZ SXY SYZ SXZI9.60448.81 84.96 -0.5153 -0.2266 -18.60C2.95144.59 68.11 -0.5411 -0.8036E-01-5.980O-3.70140.36 51.25 -0.5668 0.6589E-01 6.635S1S2 S3 SINT SEQVI89.3048.82 5.258 84.04 72.80C68.6544.59 2.400 66.25 58.09O52.0440.36 -4.498 56.54 51.70**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 -1.801 12.84 11.28**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI18.3559.01110.0-0.6438-0.1052-37.32C1.36942.8963.96-0.5328-0.4796E-01-2.238O-0.4895S143.07S257.28S3-0.5741SINT0.2023E-01SEQV0.3721TEMPI123.259.025.062118.2102.50.000C64.0442.891.28362.7555.30O57.2843.07-0.499457.7852.150.000設(shè)計(jì)工況下沿路徑PATH3應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L3 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=63373 OUTSIDENODE=63380LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ3.053 50.06 54.56 -0.5976 0.7509E-01 4.446S1 S2 S3 SINT SEQV54.94 50.07 2.665 52.27 50.02SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI8.6995.915-11.950.6406E-010.13119.062C0.0000.0000.0000.000 0.0000.000O-8.699-5.91511.95-0.6406E-01-0.1311-9.062S1S2S3SINT SEQVI12.115.914-15.3727.48 24.96C0.0000.0000.0000.000 0.000O15.37-5.914-12.1127.48 24.96**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=OUTSIDESXSYSZSXYSYZSXZI18.32-0.3521-19.100.20230.306411.21C-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=OUTSIDESXSYSZSXY SYZSXZI30.0755.6323.50-0.33120.512524.72C-0.484250.4059.40-0.69570.16320.6776O-0.489543.0757.28-0.57410.2023E-010.3721S1 S2S3SINT SEQV TEMPI55.6451.721.84553.7951.940.000C59.4150.41-0.501459.9255.96O57.2843.07-0.499457.7852.150.000設(shè)計(jì)工況下沿路徑PATH4應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L4 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=68121 OUTSIDENODE=68117LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ-4.428 68.47 65.25 -0.9462 0.6891E-01 4.691S1S2S1S2S368.4865.56-4.75473.24 71.82**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSXSYSZI-4.5750.7565-6.378C0.0000.0000.000O4.575-0.75656.378-0.6170E-010.1892E-01 0.94450.000 0.000 0.0000.6170E-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=OUTSIDESX SY SZ SXY SYZ SXZI-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-01 71.88 69.92**PEAK**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI0.21850.65651.415-0.7271E-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 -0.9900 2.320 2.010**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZ SXZI-8.78569.8860.29-1.015 0.8151E-01 4.700C-4.30768.2464.63-0.94130.7268E-015.117O-0.553067.9672.67-0.89680.4126E-012.981S1S2S3SINTSEQVTEMPI69.9060.60-9.11679.0174.800.000C68.2665.01-4.69772.9571.39O72.7967.97-0.685973.4771.190.000設(shè)計(jì)工況下沿路徑PATH5應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L5 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=68127 OUTSIDENODE=68135LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ-4.781 115.1 65.09 -1.563 -0.1501E-01-1.153S1115.1S1115.1S265.11S3-4.821**BENDING**I=INSIDESXSYSZI3.710-0.980014.82C0.0000.0000.000O-3.7100.9800-14.82119.9 104.3C=CENTERO=OUTSIDESXY SYZ SXZ0.6065E-010.8087E-040.4122E-010.000 0.000 0.000-0.6065E-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=OUTSIDESX SY SZ SXY SYZ SXZI-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=OUTSIDE-0.4994E-020.1519E-020.25970.1184E-02-0.9529E-03-0.12750.2597E-030.2293E-02-0.4994E-020.1519E-020.25970.1184E-02-0.9529E-03-0.12750.2597E-030.2293E-020.2504O0.34290.32070.1436S1S2S3CO0.34290.32070.1436S1S2S3SINT SEQV-0.1702E-01-0.57640.56260.5610-0.7646E-01-0.11430.25510.2384-0.1702E-01-0.57640.56260.5610-0.7646E-01-0.11430.25510.23840.3207-0.2629E-010.53910.4732O0.5128**TOTAL**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI-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-01-0.9439S1S2S3SINTSEQVTEMPI114.179.72-1.502115.6102.80.000C115.065.12-4.811119.9104.3O116.450.43-8.184124.6108.00.000設(shè)計(jì)工況下沿路徑PATH6應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L6 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE= 230OUTSIDENODE=3439LOADSTEP0SUBSTEP=1TIME= 1.0000 LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ19.17 36.19 -11.46 -2.718 0.1148 -1.850S136.61S218.85S3 SINT SEQV-11.57 48.19 42.21SX**BENDING**I=INSIDEC=CENTERO=OUTSIDESY SZ SXY SYZSXZI-19.40-14.67-0.92693.057 -0.12991.576C0.0000.0000.0000.000 0.0000.000OI19.40S1-0.792114.67S2-13.200.9269S3-21.01-3.057 0.1299SINT SEQV20.22 17.66-1.576C0.0000.0000.0000.000 0.000O21.0113.20**MEMBRANE0.7921PLUSBENDING20.22 17.66**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZ SXZI-0.229521.52-12.390.3393 -0.1512E-01-0.2736C19.1736.19-11.46-2.7180.1148-1.850OI38.57S121.5250.86S2-0.2287-10.54S3-12.40-5.775SINT33.920.2446SEQV29.76-3.426C36.6118.85-11.5748.1942.21O53.1836.48-10.7763.9657.46**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 -1.671 9.756 9.233**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI0.789321.64-12.120.6674E-01-0.2751-0.3430C17.9735.92-11.28-2.7890.4103-2.026O46.4750.09-11.77-4.500-0.3359-3.533S1S2S3SINTSEQVTEMPI21.640.7981-12.1333.7729.510.000C36.3617.68-11.4247.7841.71O53.1843.60-11.9965.1760.950.000設(shè)計(jì)工況下沿路徑PATH7應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L7 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE= 227 OUTSIDENODE= 3437LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ9.310 40.11 -12.68 -11.67 0.2600 -0.8227S1 S2 S3 SINT SEQV44.04 5.413 -12.71 56.75 50.21SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI-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=OUTSIDESX SY SZ SXY SYZ SXZI-1.937 26.63 -14.80 -4.701 -0.1079 0.5575C9.31040.11-12.68-11.670.2600-0.8227O20.5653.59-10.56-18.640.6279-2.203S1S2S3SINTSEQVI27.38-2.667-14.8342.2137.63C44.045.413-12.7156.7550.21O62.01 12.30 -10.73 72.74 64.39**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=OUTSIDESXSYSZSXYSYZSXZI-1.98324.92-13.37-4.409-0.5491-0.4927C8.84540.54-14.08-12.150.62370.1324O21.6647.09-9.210-17.970.7176E-01-2.808S1S2S3SINTSEQVTEMPI25.63-2.656-13.4139.0434.930.000C44.674.728-14.0958.7651.97O56.4212.64-9.51465.9358.110.000設(shè)計(jì)工況下沿路徑PATH8應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L8 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=25646 OUTSIDENODE=18331LOADSTEP 0SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ53.37 46.90 -11.60 0.6126 -0.9457E-01 1.010S1 S2 S3 SINT SEQV53.44 46.84 -11.62 65.06 62.02**BENDING**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI1.9570.61441.91719.950.20230.9896C0.0000.0000.0000.0000.0000.000O-1.957-0.6144-1.917-19.95-0.2023-0.9896S1 S2 S3SINT SEQVI21.281.894-18.6939.9734.62C0.0000.0000.0000.0000.000O18.69-1.894-21.2839.9734.62**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI55.3247.51-9.68620.560.10622.000C53.3746.90-11.600.6126-0.9457E-01 1.010O51.4146.29-13.52-19.34-0.2954 0.2090E-01S1S2S3SINTSEQVI72.3830.53-9.75382.1371.13C53.4446.84-11.6265.0662.02O68.3529.34**PEAK**-13.52 81.87 70.93I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-44.468.603-3.8877.9000.1969-1.280C20.723.6473.1630.2954-0.4125-0.5495E-01O-41.5910.77-5.364-6.8250.10680.1429S1S2S3SINTSEQVI9.754-3.847-45.6555.4150.01C20.723.8792.92617.8017.34O11.65-5.363**TOTAL**-42.46 54.11 47.93I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI10.8656.12-13.5728.460.30320.7199C74.0850.55-8.4400.9080-0.50700.9555O9.81957.06-18.88-26.16-0.18860.1638S1S2S3SINTSEQVTEMPI69.85-2.846-13.6083.4678.630.000C74.1350.52-8.45582.5873.67O68.69-1.806-18.8887.5780.400.000水壓試驗(yàn)Ⅰ下沿路徑PATH1應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L1 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=61895 OUTSIDENODE=61894LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXSYSZSXYSYZSXZ-0.259513.49-0.1682E-01-0.18600.1006E-010.4463S1S2S3SINTSEQV13.500.3235-0.602314.1013.66**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZSXZI-0.5486E-01C 0.000O0.5486E-01

0.5590E-02-0.5755E-020.2375-0.48370.6533-0.48370.65330.0000.0000.4837-0.6533-0.5590E-020.5755E-02-0.2375S1S2S3SINTSEQVI0.7256-0.1270-0.48391.2091.076C0.0000.0000.0000.0000.000O0.48390.1270-0.72561.2091.076**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZ SXZI-0.314313.010.6365-0.1804 0.4310E-020.6837C-0.259513.49-0.1682E-01-0.18600.1006E-010.4463O-0.204613.98-0.6701-0.19160.1582E-010.2088S1S2S3SINTSEQVI13.010.9933-0.673613.6912.93C13.500.3235-0.602314.1013.66O13.98-0.1268-0.750514.7314.43**PEAK**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI0.6251E-010.39421.205I0.6251E-010.39421.205-0.2995E-02-0.1732E-02C-0.2856E-01-0.2335-0.72760.2023E-020.2567E-03O0.5175E-010.53991.706-0.5081E-020.7051E-03S1S2 S3 SINT SEQVI1.2300.3942 0.3771E-01 1.192 1.060C-0.2094E-01-0.2335 -0.7352 0.7143 0.6352O1.7150.5399 0.4258E-01 1.672 1.487-0.1231SX**TOTALSY**I=INSIDESZC=CENTERO=OUTSIDESXY SYZSXZI-0.251813.401.841-0.18340.2578E-020.5137C-0.288013.26-0.7444-0.18390.1032E-010.5196O-0.152914.521.035-0.19660.1653E-010.8567E-01S1S2S3SINTSEQVTEMPI13.411.960-0.373413.7812.770.000C 13.26 0.4956E-01-1.08514.3513.81O 14.52 1.042 -0.161714.6814.120.000水壓試驗(yàn)Ⅰ下沿路徑PATH2應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L2 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=63359 OUTSIDENODE=63380LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SXYSYZSXYSYZSXZ-0.3627-0.7694E-01-5.688SINTSEQV30.6026.52EC=CENTERO=OUTSIDE-12.18 15.53 -3.821S1 S2 S315.53 -0.9424 -15.06**BENDING**I=INSIDSX SY SZ SXYSYZSXZI-15.50-1.97212.84-0.1768 0.165110.64C0.0000.0000.0000.000 0.0000.000O15.501.972-12.840.1768 -0.1651-10.64S1S2S3SINT SEQVI16.39-1.970-19.0535.44 30.70C0.0000.0000.0000.000 0.000O19.051.970-16.3935.44 30.70**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-27.6813.569.019-0.53950.8812E-014.950C-12.1815.53-3.821-0.3627-0.7694E-01-5.688O3.32217.50-16.66-0.1859-0.2420-16.32S1S2S3SINTSEQVI13.569.675-28.3441.9140.10C15.53-0.9424-15.0630.6026.52O17.5012.47-25.8143.3141.03**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZSXZI6.067-4.227-19.610.7257E-010.34896.480C0.56032.5588.262-0.2132E-01-0.8750E-01-5.816O-2.890-5.494-16.080.2774E-010.13048.588S1S2S3SINT SEQVI7.611-4.223-21.1628.77 25.05C11.392.559-2.56513.95 12.22O1.343-5.494-20.3221.66 19.18**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-21.619.331-10.59-0.46690.437011.43C-11.6218.094.441-0.3840-0.1644-11.50O0.432012.01-32.74-0.1582-0.1116-7.737S1S2S3SINTSEQVTEMPI9.342-3.415-28.8038.1433.630.000C18.0910.44-17.6235.7232.57O12.012.146-34.4646.4742.410.000水壓試驗(yàn)Ⅰ下沿路徑PATH3應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L3 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=63373 OUTSIDENODE=63380LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.SX**MEMBRANESY**SZSXYSYZSXZ35.2940.1916.43-0.4695E-010.5034E-012.997S1S2S3SINTSEQV40.1935.7615.9724.2222.34**BENDING**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI66.2840.5959.57 0.3533 0.4762 36.29C0.0000.0000.000 0.000 0.000 0.000O-66.28-40.59-59.57 -0.3533 -0.4762 -36.29S1S2S3 SINT SEQVI99.3840.5926.48 72.90 66.97C0.0000.0000.000 0.000 0.000O-26.48-40.59-99.38 72.90 66.97**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZ SXY SYZ SXZI101.680.7876.01 0.3063 0.5265 39.29C35.2940.1916.43 -0.4695E-010.5034E-01 2.997O-30.98-0.3995-43.14 -0.4002 -0.4258 -33.30S1S2S3 SINT SEQVI130.180.7847.47 82.64 72.02C40.1935.7615.97 24.22 22.34O-0.3943-3.214-70.91 70.52 69.15**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI118.138.2811.910.86160.894871.96C-19.79-8.458-8.781-0.1300-0.1417-19.27O31.4112.4110.400.24210.314225.56S1S2S3SINTSEQVI154.438.27-24.42178.9157.2C5.756-8.457-34.3340.0835.20O48.5412.40-6.73155.2748.62**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZSXZI219.7119.187.921.168 1.421111.2C15.5131.737.652-0.1770-0.9132E-01-16.27O0.432012.01-32.74-0.1582-0.1116-7.737S1S2S3SINTSEQVTEMPI283.1119.024.50258.6226.60.000C31.7428.32-5.16136.9035.31O12.012.146-34.4646.4742.410.000水壓試驗(yàn)Ⅰ下沿路徑PATH4應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L4 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=68121 OUTSIDENODE=68117LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ-5.349 47.33 20.45 -0.6682 0.1873 13.61S1 S2 S3 SINT SEQV47.34 26.29 -11.21 58.54 SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI-7.51916.7553.61-0.29210.3102E-012.126C0.0000.0000.0000.0000.0000.000O7.519-16.75-53.610.2921-0.3102E-01-2.126S1S2S3SINTSEQVI53.6816.75-7.59661.2853.44C0.0000.0000.0000.0000.000O7.596-16.75-53.6861.2853.44**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-12.8764.0874.05-0.96030.218315.73C-5.34947.3320.45-0.66820.187313.61O2.17030.58-33.16-0.37620.156311.48S1S2S3SINTSEQVI76.8164.09-15.6492.4586.79C47.3426.29-11.2158.5451.36O30.585.568-36.5767.1558.78**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI0.44491.1271.726-0.1538E-01-0.2175E-01-2.773C0.1549-0.4004-0.72670.9208E-020.1141E-011.292O-1.0640.47441.181-0.2145E-01-0.2388E-01-2.396S1S2S3SINTSEQVI3.9321.127-1.7615.6934.931C1.080-0.4005-1.6512.7312.368O2.7040.4747**TOTAL**-2.588 5.292 4.602I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-12.4265.2175.78-0.97570.196612.96C-5.19446.9319.72-0.65900.198714.90O1.10531.05-31.98-0.39760.13249.085S1S2S3SINTSEQVTEMPI77.6465.22-14.3091.9486.400.000C46.9426.68-12.1759.1052.02O31.063.431-34.3165.3756.840.000水壓試驗(yàn)Ⅰ下沿路徑PATH5應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L5 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=68127 OUTSIDENODE=68135LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ-5.927 135.6 19.21 -1.839 -0.1886E-01-1.462S1 S2 S3 SINT SEQV135.6 19.30 -6.035 141.6 130.8SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI4.3192.67930.330.2194E-01-0.2781E-020.5628E-01C0.0000.0000.0000.000 0.000 0.000O-4.319-2.679-30.33-0.2194E-010.2781E-02-0.5628E-01S1S2S3SINT SEQVI30.334.3202.67927.65 26.87C0.0000.0000.0000.000 0.000O-2.679-4.320-30.3327.65 26.87**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-1.607138.349.54-1.817-0.2164E-01-1.405C-5.927135.619.21-1.839-0.1886E-01-1.462O-10.25132.9-11.11-1.861-0.1608E-01-1.518S1S2S3SINTSEQVI138.349.58-1.670140.0122.6C135.619.30-6.035141.6130.8O132.9-9.117-12.27145.2143.6**PEAK**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI-0.4601-0.8692E-01-0.2641-0.4997E-020.1422E-020.3294C0.1236E-01-0.4855E-010.5257E-010.8021E-03-0.1298E-02-0.1622O0.41070.28110.5377E-010.1789E-020.3770E-020.3196-0.8693E-01-0.70580.68750.6559-0.4856E-01-0.1310-0.8693E-01-0.70580.68750.6559-0.4856E-01-0.13100.32700.29450.2811 -0.13380.73210.6359C0.1960O0.5983**TOTAL**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI-2.067138.249.28-1.822-0.2023E-01-1.076C-5.914135.519.27-1.838-0.2023E-01-1.624O-9.835133.2-11.06-1.859-0.1231E-01-1.198S1S2S3SINTSEQVTEMPI138.249.30-2.114140.3122.90.000C135.619.37-6.042141.6130.8O133.2-9.120-11.80145.0143.70.000水壓試驗(yàn)Ⅰ下沿路徑PATH6應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L6 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE= 230OUTSIDENODE=3439LOADSTEP1SUBSTEP=1TIME= 1.0000 LOADCASE=0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ18.26 29.26 -5.772 -1.946 -0.1403 S1S2S1S2S330.0024.71-12.9542.95 40.57**BENDING**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI-56.20-8.2486.7191.884 0.35703.593C0.0000.0000.0000.000 0.0000.000O56.208.248-6.719-1.884 -0.3570-3.593S1S2S3SINT SEQVI6.938-8.191-56.4763.41 57.36C0.0000.0000.0000.000 0.000O56.478.191-6.93863.41 57.36**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZ SXY SYZ SXZI-37.9321.020.9477 -0.6185E-010.2167 18.55C18.2629.26-5.772-1.946-0.140314.96O74.4637.51-12.49-3.830-0.497311.36S1S2S3SINTSEQVI21.028.376-45.36 66.38 61.05C30.0024.71-12.95 42.95 40.57O76.3037.13-13.95 90.26 78.39**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZ SXY SYZSXZI-3.413-1.848-0.2323 -0.2410 -0.5522-6.892C1.9480.9896-0.5433E-01-0.1379 0.53596.438O2.826-2.2680.7525 1.419 -0.7965-6.457S1S2S3 SINT SEQVI5.261-1.819-8.936 14.20 12.29C7.4721.018-5.606 13.08 11.33O8.564-2.461-4.793 13.36 12.36**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-41.3419.170.7155-0.3029-0.335411.66C20.2130.25-5.826-2.0840.395621.39O77.2835.25-11.74-2.411-1.2944.906S1S2S3SINTSEQVTEMPI19.183.720-44.3663.5457.390.000C33.1629.37-17.8951.0549.26O77.7035.13-12.0489.7477.750.000水壓試驗(yàn)Ⅰ下沿路徑PATH7應(yīng)力線性化數(shù)值結(jié)果PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=L7 DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE= 227 OUTSIDENODE= 3437LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.**MEMBRANE**SX SY SZ SXY SYZ SXZ13.85 32.20 -8.521 -7.282 -3.870 7.649S1 S2 S3 SINT SEQV35.63 12.84 -10.94 46.57 40.34SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI-18.751.5497.9997.138-0.88882.005C0.0000.0000.0000.0000.0000.000O18.75-1.549-7.999-7.1380.8888-2.005S1S2S3SINTSEQVI8.1753.794-21.17 29.34 27.42C0.0000.0000.000 0.000 0.000O21.17-3.794-8.175 29.34 27.42**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZ SXY SYZSXZI-4.89733.75-0.5221 -0.1441 -4.7589.654C13.8532.20-8.521 -7.282 -3.8707.649O32.6030.65-16.52 -14.42 -2.9815.645S1S2S3 SINT SEQVI34.456.662-12.79 47.24 41.12C35.6312.84-10.94 46.57 40.34O46.6817.25-17.20 63.88 55.38**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZ SXY SYZSXZI-0.3083-3.349-0.2248 2.020 0.5967-5.332C-0.13670.5531-1.161-0.9924-0.69205.045O1.033-4.1592.8342.7990.9455-4.913S1S2S3SINTSEQVI5.187-2.406-6.66411.8510.40C4.7640.2146-5.72410.499.110O7.036-0.8582**TOTAL**-6