换热器的应力分析报告

换热器的应力分析报告表一换热器设备要紧数据表数据类别数据名称数值管程壳程差不多数据容器类别三类物料名称原料气（CO2,Clˉ,水）净化气腐蚀裕量mm02焊缝接头系数管箱1封头1筒体1封头1设计载荷设计压力MPa12.69.9设计温度oC（最大差）40-20工作载荷工作压力MPa12.09.4工作温度oC（最大差）340水压实验Ⅰ水压实验压力012.14水压实验Ⅱ水压实验压力15.750波动载荷与否做疲劳分析否表二多种材料性能参数表构件名称材料牌号弹性模量E（MPa）泊松比μ设计应力强度（MPa）壳程筒体16MnR2.06e50.3157管程筒体16MnR2.06e50.3157管板锻件00Cr22Ni5Mo3N2.00e50.3177换热管00Cr22Ni5Mo3N2.00e50.31772工具和技术JB4732-95《钢制压力容器-分析设计原则》GB151-1999《管壳式换热器》GB150-1998《钢制压力容器》ANSYS有限元分析软件3几何模型 本构造由壳程筒体、管程筒体、管板、换热管构成。在建立三维几何模型时，运用对称性，沿圆周向截取90度的扇形区域，管程筒体沿轴向取50mm，壳程筒体沿轴向取L=2.5（R是与筒体的平均半径，t是该筒体的厚度），算得不大于400mm，在那个地点取400mm，根据圣维南原理就能够排除筒体边沿处轴向应力分布对管板处应力分布的妨碍。图1换热器整体模型图2换热器管板模型 在ANSYS有限元模型中，为了同时体现换热管对管板的支撑作用和管孔对管板的削弱作用，在ANSYS建立模型中，换热管也进行网格划分，单元用SOLID45，同时全部模型都采纳的是SOLID45单元。 在进行ANSYS运算时，已考虑了腐蚀裕量的妨碍，具体做法是，由于只有壳程有腐蚀裕量，将壳程筒体的壁厚加2mm，筒体的内直径加4mm，而管板和换热管都采纳的是00Cr22Ni5Mo3N材料，因此不用考虑腐蚀裕量。 构造整体的几何模型见图1和图2，其中，图1是换热器整体模型，图2是换热器管板模型。有关管板的四分之一模型见图3，其中有壳程筒体-管板-管程筒体连接处的细部和九十度布管区布管详图。图4为主体构造三维几何模型，图5为主体构造有限元模型，图6和图7为主体构造有限元模型的细部。图3壳程筒体-管板-管程筒体连接处细部和九十度布管区布管详图图4主体构造三维几何模型图5主体构造有限元模型图6主体构造有限元模型细部-管板图7主体构造有限元模型细部-锻件4力学模型本构造在所考虑的多种工况下能够构建统一的力学模型。4.1约束构造给定下列约束：在沿壳程筒体400mm处的截面上，壳程筒体端部和换热器端部的轴向位移为0；在沿换热器周向的两个分割面上，即位于0度和90度角处，在0度截面上，全部y方向的位移为0，在90度截面上，全部x方向的位移为0。图8在0度截面上，全部y方向的位移为0，在90度截面上，全部x方向的位移为0图9壳程筒体端部和换热器端部的轴向位移为04.2应力边界 构造承当的载荷是下列独立载荷的组合：作用于壳侧表面（涉及壳程筒体内表面、管板及其端部壳侧表面，见图10）的壳程压力；作用于管侧表面（涉及管箱筒体内表面、管板及其端部管侧表面、管板上管孔内表面，见REF_Ref67536234\r\h图11）的管程压力；作用于换热管内径和外径的管程压力和壳程压力（见图12和图13）；由于管程压力引发的作用于管程筒体端部的拉应力，它总是与作用于管侧表面的内压力同时存在，其大小为，其中Pt为管程压力，为管程侧管板面积，为管程侧筒体圆环面积；由于本设备是高压低温卧式换热器，本次应力分析中忽视下列载荷：各处金属的温度；重力；风载荷；地震载荷；介质液柱静压力。图10作用于壳侧表面的壳程压力图11作用于管侧表面的管程压力图12换热管的外径受壳程压力图13换热管的内径受管程压力载荷组合根据本设备的操作条件，应力分析时考虑下列载荷组合（即工况）：壳程水压实验工况：壳程水压实验压力作用于壳侧表面，管侧压力为0；管程水压实验工况：管程水压实验压力作用于管侧表面，壳侧压力为0；设计工况：壳程设计压力作用于壳侧表面，管程设计压力作用于管侧表面；操作工况：壳程操作压力作用于壳侧表面，管程操作压力作用于管侧表面。5应力分析及评定5.1应力分析过程建立三维几何模型；对构造给定约束，依次施加四组载荷组合（下列简称四种工况）并储存载荷；分别对四种工况进行有限元应力分析运算；后解决与应力评定。5.2应力评定截面对四种工况的有限元应力分析运算完毕后，根据顾力分布情形选定应力评定的截面进行应力评定。图14应力评定截面设计工况下应力评定图15设计工况下第三强度应力分布图1.途径PATH1上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0078.41235.50合格2.途径PATH2上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0084.04235.50合格3.途径PATH3上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0072.75235.50合格4.途径PATH4上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0073.24235.50合格5.途径PATH5上的一次总体薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.00119.9157.00合格6.途径PATH6上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0048.19265.50合格7.途径PATH7上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0072.74265.50合格8.途径PATH8上的一次薄膜加弯曲薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0082.13265.50合格5.4水压实验Ⅰ下应力评定图16水压实验Ⅰ下第三强度应力分布图1.途径PATH1上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0014.10235.50合格2.途径PATH2上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0043.31235.50合格3.途径PATH3上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0082.64235.50合格4.途径PATH4上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0058.54235.50合格5.途径PATH5上的一次总体薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.00141.6157.00合格6.途径PATH6上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0042.95265.50合格7.途径PATH7上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0063.88265.50合格8.途径PATH8上的一次薄膜加弯曲薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0040.37265.50合格5.5水压实验Ⅱ下应力评定图17水压实验Ⅱ下第三强度应力分布图1.途径PATH1上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0097.88235.50合格2.途径PATH2上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.00102.1235.50合格3.途径PATH3上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.00117.0235.50合格4.途径PATH4上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0062.88235.50合格5.途径PATH5上的一次总体薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0061.71157.00合格6.途径PATH6上的一次局部薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0038.42265.50合格7.途径PATH7上的一次薄膜加弯曲应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0051.10265.50合格8.途径PATH8上的一次薄膜加弯曲薄膜应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0088.79265.50合格5.6工作工况下应力评定图18工作工况下第三强度应力分布图1.途径PATH1上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0086.37471.00合格2.途径PATH2上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.00112.6471.00合格3.途径PATH3上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0057.08471.00合格4.途径PATH4上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.0075.06471.00合格5.途径PATH5上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论16MnR常温157.00118.3471.00合格6.途径PATH6上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0061.92531.00合格7.途径PATH7上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0062.67531.00合格8.途径PATH8上的一次加二次应力强度评定:材料温度Sm运算应力许用极限KSm结论00Cr22Ni5Mo3N常温177.0083.38531.00合格6数值成果6.1.1设计工况下沿途径PATH1应力线性化数值成果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设计工况下沿途径PATH2应力线性化数值成果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设计工况下沿途径PATH3应力线性化数值成果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设计工况下沿途径PATH4应力线性化数值成果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设计工况下沿途径PATH5应力线性化数值成果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设计工况下沿途径PATH6应力线性化数值成果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设计工况下沿途径PATH7应力线性化数值成果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