壓力容器ansys有限元分析設(shè)計(jì)實(shí)例

ANSYS應(yīng)力分析報(bào)告StressAnalysisReport姓名學(xué) 教師導(dǎo) 11計(jì)算機(jī)關(guān)心工程分析報(bào)告.設(shè)計(jì)分析依據(jù) \l“_TOC_250015“設(shè)計(jì)參數(shù) 2\l“_TOC_250014“計(jì)算及評(píng)定條件 2.構(gòu)造壁厚計(jì)算 三.構(gòu)造有限元分析 \l“_TOC_250013“有限元模型 5\l“_TOC_250012“單元選擇 5\l“_TOC_250011“邊界條件 6四.應(yīng)力分析及評(píng)定 \l“_TOC_250010“應(yīng)力分析 7\l“_TOC_250009“應(yīng)力強(qiáng)度校核 8\l“_TOC_250008“疲乏分析校核 11五.分析結(jié)論 1.1\l“_TOC_250007“附錄1設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(A) 12\l“_TOC_250006“附錄2設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(B) 13\l“_TOC_250005“附錄3設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(C) 14\l“_TOC_250004“附錄4設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(D) 16\l“_TOC_250003“附錄5設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(E) 17\l“_TOC_250002“附錄6設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(F) 19\l“_TOC_250001“附錄7設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(G) 20\l“_TOC_250000“附錄8設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(H) 21計(jì)算機(jī)關(guān)心工程分析報(bào)告計(jì)算機(jī)關(guān)心工程分析報(bào)告10一.設(shè)計(jì)分析依據(jù)《壓力容器安全技術(shù)監(jiān)察規(guī)程》JB4732-1995《鋼制壓力容器——分析設(shè)計(jì)標(biāo)準(zhǔn)〔2023確認(rèn)版〕設(shè)計(jì)參數(shù)接收a接收b接收a接收b接收c接收d接收e?508×16?168×8?508×14?268×12?219×25正常工作壓力/MPa〔g〕0.25~2.7最高工作壓力/MPa〔g〕2.7設(shè)計(jì)壓力/MPa〔g〕2.97工作溫度/℃250設(shè)計(jì)溫度/℃270筒體材料Q345R封頭材料Q345R介質(zhì)CO、蒸汽腐蝕裕量C2/mm1.5焊縫接頭系數(shù)1.0循環(huán)次數(shù)/10小時(shí)1Di4000Di11500L16000L22500L31500L42500計(jì)算及評(píng)定條件靜強(qiáng)度計(jì)算條件2設(shè)備載荷參數(shù)設(shè)計(jì)載荷工況設(shè)計(jì)載荷工況工作載荷工況氣壓試驗(yàn)工況設(shè)計(jì)壓力/MPa2.97工作壓力/MPa0.25~2.7試驗(yàn)壓力/MPa-設(shè)計(jì)溫度/℃270工作溫度/℃250試驗(yàn)溫度/℃-選用設(shè)計(jì)載荷進(jìn)展進(jìn)展計(jì)算，故承受設(shè)計(jì)載荷進(jìn)展強(qiáng)度分析結(jié)果是偏安全的。材料性能參數(shù)3，其中彈性模量取自JB4732-95G-5JB4732-95的公式〔5-1〕計(jì)算得到，設(shè)計(jì)應(yīng)力強(qiáng)度分別依據(jù)JB4732-956-26-6確定。270℃材料名稱厚度270℃材料名稱厚度mm 設(shè)計(jì)應(yīng)力強(qiáng)度MPa 彈性模量MPa 泊松比Q345R鋼板/S =134.8mEt=1.884×105＝0.316MnII鋼管≤300S=144.8mEt=1.884×105疲乏計(jì)算條件此設(shè)備接收a、c4所示。4接收載荷數(shù)據(jù)表aac載荷接收?508×22?508×20縱向彎矩ML〔Nmm〕9×1079×107二.構(gòu)造壁厚計(jì)算依據(jù)靜載荷條件，依據(jù)JB4732-95第七章〔公式與圖號(hào)均為標(biāo)準(zhǔn)中的編號(hào)〕確定設(shè)備各元件壁厚，因介質(zhì)密度較小，不考慮介質(zhì)靜壓，同時(shí)無視設(shè)備自重。筒體厚度P=2.97MPa<0.4KS=0.4×1×134.8=53.92MPa，應(yīng)選用JB4732-95公式〔7-1〕計(jì)算筒c m體厚度：PD

2.974000計(jì)算厚度：

c i = =44.56mm2KS Pm c

21134.82.97設(shè)計(jì)厚度：d

C2

C=44.56+1.5+0.3=46.36mm1名義厚度： 54mmn有效厚度：e

Cn 2

C=54-1.5-0.3=52.2mm1橢圓形封頭厚度標(biāo)準(zhǔn)橢圓封頭，厚度依據(jù)JB4732-957-1r/Dr=0.17的曲線確定。P 2.97 c =0.022033，查表得： =0.0165KS 1134.8 Rm i計(jì)算厚度：Ri

0.016520230.016533mm設(shè)計(jì)厚度：d

C2

C=33+1.5+0.3=34.8mm1名義厚度： 54n有效厚度：e

Cn 2

C=54-1.5-0.3=52.2mm1考慮到封頭的厚度減薄量13%，有限元計(jì)算厚度為54(113%)1.50.3=45.18mm開孔接收接收開孔承受16MnⅡ厚壁管，構(gòu)造見總圖及零件圖，各開孔厚壁管有效尺寸如表5所示：5接收有效尺寸接收a?508×14.5接收接收接收bcde?168×6.5?508×12.5?268×10.5?219×23.5三.構(gòu)造有限元分析依據(jù)JB4732-1995進(jìn)展分析，整個(gè)計(jì)算承受ANSYS11.0軟件，建立有限元模型，對(duì)設(shè)備進(jìn)展強(qiáng)度應(yīng)力分析。有限元模型上封頭局部依據(jù)上封頭的構(gòu)造特點(diǎn)和載荷特性，建立了1/2上封頭的力學(xué)模型。在封頭與筒體連。上封頭及其接收的三維實(shí)體模型如圖1所示：圖1 上部封頭三維實(shí)體模型下封頭局部依據(jù)下封頭的構(gòu)造特點(diǎn)和載荷特性，建立了1/22所示：圖2 下部封頭三維實(shí)體模型單元選擇ANSYS11.0軟件供給的Solid95單元進(jìn)展六面體網(wǎng)格劃分。3、4為上、下部封頭的網(wǎng)格劃分模型。2上部封頭的網(wǎng)格劃分模型3下部封頭的網(wǎng)格劃分模型邊界條件位移邊界條件對(duì)上、下部封頭模型的筒節(jié)的外端面Z方向進(jìn)展約束，同時(shí)對(duì)模型的對(duì)稱面施加對(duì)稱約束。為了限制模型的剛體位移，對(duì)模型筒節(jié)的外端面上，X＝0處對(duì)稱兩點(diǎn)約束的X方向進(jìn)展約束，δX＝0；Y＝0處對(duì)稱兩點(diǎn)約束的Y方向進(jìn)展約束，δY＝0。力的邊界條件1/2模型，則接收上的彎矩為一半M=4.5e7N.mm。平衡載荷計(jì)算公式為：FD06。

P/D21i6設(shè)計(jì)工況下接收平衡面載荷〔MPa〕接收接收abde設(shè)計(jì)壓力MPa?508×16?168×8?268×12?219×25-21.37-13.40-14.39-4.37設(shè)計(jì)工況〔2.97MPa〕載荷作用下，下部封頭局部的邊界條件施加狀況如圖4所示。4上部封頭的邊界條件加載圖四.應(yīng)力分析及評(píng)定應(yīng)力分析設(shè)計(jì)工況〔2.97MPa〕載荷作用下，上、下部封頭的應(yīng)力強(qiáng)度分布如圖5、6所示。5上部封頭的應(yīng)力強(qiáng)度分布6下部封頭的應(yīng)力強(qiáng)度分布應(yīng)力強(qiáng)度校核對(duì)設(shè)計(jì)載荷作用下進(jìn)展有限元分析，并對(duì)分析結(jié)果進(jìn)展應(yīng)力強(qiáng)度評(píng)定。評(píng)定的依據(jù)為JB4732-1995《鋼制壓力容器——分析設(shè)計(jì)標(biāo)準(zhǔn)應(yīng)力線性化路徑的選擇原則為：(1)通過應(yīng)力強(qiáng)度最大節(jié)點(diǎn)，并沿壁厚方向的最短距離設(shè)定線性化路徑；(2)對(duì)于相對(duì)高應(yīng)力強(qiáng)度區(qū)，沿壁厚方向設(shè)定路徑。設(shè)計(jì)工況〔2.97MPa〕下的評(píng)定線性化路徑見圖7~9，線性化結(jié)果見附錄1~8，具體評(píng)7所示：應(yīng)力強(qiáng)度及組合應(yīng)力強(qiáng)度應(yīng)力強(qiáng)度計(jì)算值應(yīng)力強(qiáng)度許用極限 評(píng)定結(jié)果路徑應(yīng)力強(qiáng)度及組合應(yīng)力強(qiáng)度應(yīng)力強(qiáng)度計(jì)算值應(yīng)力強(qiáng)度許用極限 評(píng)定結(jié)果路徑線性化結(jié)果一次局部薄膜應(yīng)力強(qiáng)度SⅡ一次＋二次應(yīng)力強(qiáng)度SⅣ142.6MPa185.8MPa1.5Sm＝202.2MPa3Sm=404.4MPa一次＋二次應(yīng)力強(qiáng)度SⅣ101.3MPa一次局部薄膜應(yīng)力強(qiáng)度S一次局部薄膜應(yīng)力強(qiáng)度SⅡ129.8MPa1.5Sm=202.2MPa一次＋二次應(yīng)力強(qiáng)度SⅣ172.8MPa3Sm=404.4MPa一次局部薄膜應(yīng)力強(qiáng)度SⅡ41.99MPa1.5Sm=202.2MPa一次＋二次應(yīng)力強(qiáng)度SⅣ62.46MPa3Sm=404.4MPa一次局部薄膜應(yīng)力強(qiáng)度SⅡ114.1MPa1.5Sm＝217.2MPa一次＋二次應(yīng)力強(qiáng)度SⅣ123.9MPa3Sm=434.4MPa一次局部薄膜應(yīng)力強(qiáng)度SⅡ116.1MPa1.5Sm=202.2MPa一次＋二次應(yīng)力強(qiáng)度SⅣ252.8MPa3Sm=404.4MPa一次局部薄膜應(yīng)力強(qiáng)度SⅡ145.9MPa1.5Sm=202.2MPa一次＋二次應(yīng)力強(qiáng)度SⅣ383.3MPa3Sm=404.4MPa一次局部薄膜應(yīng)力強(qiáng)度SⅡ163.6MPa1.5Sm＝217.2MPa一次＋二次應(yīng)力強(qiáng)度SⅣ180.6MPa3Sm=434.4MPa一次局部薄膜應(yīng)力強(qiáng)度SⅡ74.32MPa1.5Sm＝217.2MPa通過7A1通過7B2通過7C3通過7D4通過8路徑E5通過8路徑F6通過8G7通過9H8圖7 上封頭強(qiáng)度評(píng)定路徑設(shè)定〔A、B、C、D〕圖圖8下封頭接收強(qiáng)度評(píng)定路徑設(shè)定〔E、F、G〕圖9 強(qiáng)度評(píng)定路徑設(shè)定〔H〕疲乏分析校核最高壓力工況〔2.97MPa〕與最低壓力工況〔0.25MPa〕下設(shè)備的最大應(yīng)力強(qiáng)度均消滅在接收與封頭相貫區(qū)的內(nèi)壁，分別為S1=395MPa，S2=33.7MPa。則， S =(395-33.7)/2=180.65MPaalt查JB4732附錄C的圖C-1，得許用循環(huán)次數(shù)[n]=2×1041次/10小時(shí)，因此，實(shí)際循環(huán)次數(shù)n=0.1×24×360×15=1.296×104<[n]=2×104所以，疲乏校核通過。五.分析結(jié)論經(jīng)上述有限元數(shù)值模擬計(jì)算JB4732-1995鋼制壓力容器——分析設(shè)計(jì)標(biāo)準(zhǔn)》2023確認(rèn)版〕的有關(guān)規(guī)定進(jìn)展應(yīng)力評(píng)定及疲乏分析校核，結(jié)論：在設(shè)計(jì)工況和操作工況下滿足應(yīng)力強(qiáng)度和疲乏強(qiáng)度要求。計(jì)算機(jī)關(guān)心工程分析報(bào)告計(jì)算機(jī)關(guān)心工程分析報(bào)告131設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(A)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=A DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=15672 OUTSIDENODE=15663LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.SX**MEMBRANESY**SZSXYSYZSXZ143.199.433.1770.167716.050.4873E-01S1143.1S2102.0S30.5710SINT142.6SEQV127.1SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI-19.41-83.06-4.0240.1312-14.720.1487E-01C0.0000.0000.0000.0000.0000.000OI19.41S1-1.37283.06S2-19.414.024S3-85.71-0.1312SINT84.3414.72SEQV76.92-0.1487E-01C0.0000.0000.0000.0000.000O85.7119.411.37284.3476.92**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI123.716.37-0.84690.29891.3320.6360E-01C143.199.433.1770.167716.050.4873E-01OI162.5S1123.7182.5S216.487.202S3-0.94940.3645E-01SINT124.730.77SEQV116.90.3386E-01C143.1102.00.5710142.6127.1O187.7162.51.957185.8174.6SX**PEAK**SYI=INSIDESZC=CENTERO=OUTSIDESXYSYZSXZI0.97833.8820.26040.2989E-021.1320.1102E-03C-0.9514-3.796-0.2569-0.2919E-02-1.104-0.1236E-03OI1.054S14.2074.228S20.97830.2875S3-0.6407E-010.3256E-02SINT4.2711.228SEQV3.8570.1489E-03C0.5944E-01-0.9514-4.1124.1723.770O4.5801.054-0.6385E-014.6444.198**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXY SYZSXZI124.720.26-0.58660.3019 2.4640.6371E-01C142.295.642.9210.1648 14.950.4861E-01O163.6186.77.4890.3971E-01 32.000.3401E-01S1S2S3SINTSEQVTEMPI124.720.54-0.8739125.6116.40.000C142.297.990.5702141.6125.5O192.3163.61.947190.3177.70.0002設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(B)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=B DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=15921 OUTSIDENODE=15846LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.SX**MEMBRANESY**SZSXYSYZSXZ123.619.85-2.8820.1431E-029.2010.1259E-01S1123.6S223.11S3-6.139SINT129.8SEQV117.9SX**BENDINGSY**I=INSIDESZC=CENTERO=OUTSIDESXY SYZSXZI50.96-3.3627.647-0.3701E-01-2.534-0.5756E-01C0.0000.0000.0000.000 0.0000.000O-50.963.362-7.6470.3701E-01 2.5340.5756E-01S1S2S3SINTSEQVI50.968.202-3.91754.8749.93C0.0000.0000.0000.0000.000O3.917-8.202-50.9654.8749.93**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI174.616.494.765-0.3558E-016.667-0.4497E-01C123.619.85-2.8820.1431E-029.2010.1259E-01O72.6723.22-10.530.3844E-0111.730.7014E-01S1S2S3SINTSEQVI174.619.511.750172.8164.7C123.623.11-6.139129.8117.9O72.6726.89-14.2186.8875.27**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI0.2882-17.19-7.1500.1273E-01-5.9090.2946E-01C0.14477.9173.164-0.3978E-024.061-0.9955E-02OI-1.249S10.2883-12.66S2-4.417-7.812S3-19.930.1092E-01SINT20.21-7.455SEQV18.320.1634E-01C10.240.83530.144610.109.773O-1.249-2.398-18.0816.8316.28SX**TOTALSY**I=INSIDESZC=CENTERO=OUTSIDESXY SYZSXZI174.9-0.7010-2.385-0.2285E-010.7585-0.1551E-01C123.827.770.2821-0.2546E-02 13.260.2631E-02O71.4210.55-18.340.4936E-01 4.2800.8649E-01S1 S2 S3SINTSEQVTEMPI174.9-0.4098-2.676177.5176.40.000C123.833.12-5.073128.8114.6O71.4211.17-18.9690.3879.710.0003設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(C)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=CDSYS=0*****POST1LINEARIZEDINSIDENODE=15728STRESSLISTING*****OUTSIDENODE=1587315計(jì)算機(jī)關(guān)心工程分析報(bào)告LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.SX**MEMBRANESY**SZSXYSYZSXZ42.380.86224.901-0.1188E-02-1.452-0.5591E-01S1 S2 S3 SINT SEQV42.38 5.369 0.3942 41.99 **BENDING**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI21.180.2895I21.180.289535.79C0.0000.0000.000O-21.18-0.2895-35.792.787-0.10270.0000.000-2.787SEQV31.280.10270.000-0.1899E-04I36.0121.18C0.0000.0000.000I36.0121.18C0.0000.0000.0000.0000.000-36.0135.9331.28O-0.7211E-01-21.18**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI63.561.15240.69-0.1169E-021.334-0.1586C42.380.86224.901-0.1188E-02-1.452-0.5591E-01OI21.20S163.560.5726S240.73-30.89S31.107-0.1207E-02SINT62.46-4.239SEQV54.740.4678E-01C42.385.3690.394241.9939.73O21.201.134-31.4552.6546.02SX**PEAK**SYI=INSIDESZC=CENTERO=OUTSIDESXY SYZSXZI2.486-1.6683.7170.5383E-02-0.1408-0.5362E-02C-0.83770.8720-0.8743-0.3621E-02-0.24970.1263E-02O1.048-0.9855-0.90070.2566E-020.9779-0.1726E-02S1 S2 S3 SINTSEQVI3.7202.486-1.6725.3924.893C0.9070-0.8377-0.90931.8161.782O 1.048 0.3571E-01-1.9222.9702.615SX**TOTAL**SYI=INSIDEC=CENTERO=OUTSIDESZ SXY SYZ SXZ計(jì)算機(jī)關(guān)心工程分析報(bào)告計(jì)算機(jī)關(guān)心工程分析報(bào)告16I66.05-0.516344.410.4214E-021.194-0.1640C41.541.7344.027-0.4809E-02-1.702-0.5464E-01O22.25-0.4129-31.790.1359E-02-3.2610.4506E-01S1S2S3SINTSEQVTEMPI66.0544.44-0.548066.6058.850.000C41.544.9320.828440.7238.83O22.25-0.7750E-01-32.1254.3747.340.0004設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(D)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=D DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=17166 OUTSIDENODE=17144LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0THEFOLLOWINGX,Y,ZSTRESSESAREINTHEGLOBALCOORDINATESYSTEM.SX**MEMBRANESY**SZSXYSYZSXZ51.5393.0718.13-5.47042.49-4.366S1S2S3SINTSEQV113.050.84-1.109114.198.95**BENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-22.177.242-0.18851.8573.6903.228C0.0000.0000.0000.0000.0000.000O22.17-7.2420.1885-1.857-3.690-3.228S1S2S3SINTSEQVI9.046-1.469-22.6931.7428.00C0.0000.0000.0000.0000.000O22.691.469-9.04631.7428.00**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI29.36100.317.94-3.61346.18-1.138C51.5393.0718.13-5.47042.49-4.366O73.6985.8218.32-7.32738.80-7.593S1S2S3SINTSEQVI121.229.21-2.757123.9111.4C113.050.84-1.109114.198.95O106.470.950.4385106.093.46**PEAK**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI0.82091.1110.51950.51180.4192-0.8533C-0.9311-0.7432-0.1055-0.3536-0.15700.6902O1.9251.0070.28110.70960.3869-0.8900S1S2S3SINTSEQVI1.5971.320-0.46562.0621.939C0.3749-0.7453-1.4091.7841.562O2.4981.130-0.41492.9132.524**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI30.18101.418.46-3.10246.60-1.991C50.6092.3218.02-5.82442.33-3.675O75.6286.8318.60-6.61739.18-8.483S1S2S3SINTSEQVTEMPI122.530.05-2.454124.9112.30.000C112.249.86-1.165113.498.38O107.573.080.4263107.194.710.0005設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(E)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=E DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=81244 OUTSIDENODE=80066LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0**AXISYMMETRICOPTION** RHO= 3.0000THEFOLLOWINGX,Y,ZSTRESSESAREINSECTIONCOORDINATES.**MEMBRANE**SX SY SZ SXY SYZ SXZ-0.2326E+08-0.1654E+08-0.9432E+080.3394E+07-0.1522E+070.4563E+0818計(jì)算機(jī)關(guān)心工程分析報(bào)告S1S2S3SINTSEQV-0.5955E+06-0.1682E+08-0.1167E+090.1161E+090.1089E+09SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI-0.5201E+08-0.4984E+08-0.2132E+090.0000.0000.000C-0.1877E+07-0.1703E+06-0.7287E+060.0000.0000.000O0.4825E+080.4950E+080.2118E+090.0000.0000.000S1S2S3SINTSEQVI-0.4984E+08-0.5201E+08-0.2132E+090.1634E+090.1623E+09C-0.1703E+06-0.7287E+06-0.1877E+070.1707E+070.1507E+07O0.2118E+090.4950E+080.4825E+080.1635E+090.1629E+09**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-0.7526E+08-0.6638E+08-0.3075E+090.3394E+07-0.1522E+070.4563E+08C-0.2513E+08-0.1671E+08-0.9505E+080.3394E+07-0.1522E+070.4563E+08O0.2500E+080.3296E+080.1174E+090.3394E+07-0.1522E+070.4563E+08S1S2S3SINTSEQVI-0.6344E+08-0.6955E+08-0.3162E+090.2528E+090.2498E+09C-0.2217E+07-0.1702E+08-0.1177E+090.1154E+090.1088E+09O0.1362E+090.3347E+080.5757E+070.1304E+090.1190E+09**PEAK**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI-17.9721.496.6923.54410.421.357C6.591-5.978-1.879-0.4897-2.689-0.9794O-15.815.8400.6337-1.0914.5176.287S1S2S3SINTSEQVI27.191.322-18.3045.4939.51C6.705-0.6074-7.36414.0712.19O8.6800.1863-18.2026.8823.80**TOTAL**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI4.386215.445.3213.5692.811.341C30.4598.7518.092.91145.27-4.562O9.55521.361.950-4.31018.05-0.8632S1S2S3SINTSEQVTEMPI256.98.349-0.1438257.1252.90.000C119.131.30-3.063122.1109.1O32.888.937-8.95441.8436.360.000計(jì)算機(jī)關(guān)心工程分析報(bào)告計(jì)算機(jī)關(guān)心工程分析報(bào)告196設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(F)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=F DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=82451 OUTSIDENODE=81004LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0**AXISYMMETRICOPTION** RHO= 2.0000THEFOLLOWINGX,Y,ZSTRESSESAREINSECTIONCOORDINATES.**MEMBRANE**SX SY SZ SXY SYZ SXZ-0.4199E+070.7937E+07-0.1352E+09-0.3111E+07-0.1771E+07-0.1595E+08S1 S2 S3 SINT SEQV0.8721E+07-0.3037E+07-0.1372E+090.1459E+090.1404E+09SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI-0.5795E+07-0.4299E+08-0.2564E+090.0000.0000.000C0.6716E+07-0.1978E+06-0.1180E+070.0000.0000.000O0.1923E+080.4260E+080.2540E+090.0000.0000.000S1S2S3SINTSEQVI-0.5795E+07-0.4299E+08-0.2564E+090.2506E+090.2342E+09C0.6716E+07-0.1978E+06-0.1180E+070.7896E+070.7453E+07O0.2540E+090.4260E+080.1923E+080.2348E+090.2240E+09**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESX SY SZ SXY SYZ SXZI-0.9994E+07-0.3505E+08-0.3916E+09-0.3111E+07-0.1771E+07-0.1595E+08C0.2517E+070.7740E+07-0.1364E+09-0.3111E+07-0.1771E+07-0.1595E+08O0.1503E+080.5053E+080.1188E+09-0.3111E+07-0.1771E+07-0.1595E+08S1 S2 S3 SINT SEQVI-0.8975E+07-0.3540E+08-0.3923E+090.3833E+090.3708E+09C0.9414E+070.2682E+07-0.1382E+090.1477E+090.1444E+090.1212E+090.5080E+080.1234E+080.1089E+090.9563E+08SX**PEAK**SYI=INSIDESZC=CENTERO=OUTSIDESXY SYZSXZI-0.34182.7052.9900.6622 -0.3016-0.4644C-0.5923E-01-1.085-0.6946-0.5364-0.19980.3440O-0.18992.0911.7690.6197E-010.1204-0.6884S1 S2 S3SINTSEQVI3.3382.540-0.52413.8623.531C0.3233-0.8434-1.3191.6421.464O2.1511.931-0.41122.5622.459**TOTAL**I=INSIDEC=CENTERO=OUTSIDEISX-1.532SY31.84SZ34.31SXY SYZ-0.6704 -3.268SXZ4.804C-0.7160E-016.47011.42-2.141-3.5944.309O0.9758-11.93-5.320-1.814-3.7011.975S1S2S3SINTSEQVTEMPI37.0629.72-2.16639.2336.120.000C14.864.584-1.62316.4814.42O2.137-4.773-13.6415.7813.700.0007設(shè)計(jì)載荷作用下構(gòu)造應(yīng)力沿路徑線性化結(jié)果(G)PRINTLINEARIZEDSTRESSTHROUGHASECTIONDEFINEDBYPATH=G DSYS=0*****POST1LINEARIZEDSTRESSLISTING*****INSIDENODE=80466 OUTSIDENODE=82455LOADSTEP 1SUBSTEP= 1TIME= 1.0000 LOADCASE= 0**AXISYMMETRICOPTION** RHO= 4.0000THEFOLLOWINGX,Y,ZSTRESSESAREINSECTIONCOORDINATES.**MEMBRANE**SX SY SZ SXY SYZ SXZ0.5281E+08-0.2063E+080.9071E+08-0.1883E+07-0.1411E+07-0.6833E+08S1 S2 S3 SINT SEQV0.1427E+090.1108E+07-0.2088E+080.1636E+090.1537E+09SX**BENDINGSY**I=INSIDESZC=CENTERSXYO=OUTSIDESYZSXZI0.1242E+08-0.2416E+070.1610E+080.0000.0000.000C0.9060E+06-1827.0.1218E+050.0000.0000.000O-0.1061E+080.2413E+07-0.1608E+080.0000.0000.000S1S2S3SINTSEQVI0.1610E+080.1242E+08-0.2416E+070.1852E+080.1698E+08C0.9060E+060.1218E+05-1827.0.9079E+060.9009E+06O0.2413E+07-0.1061E+08-0.1608E+080.1849E+080.1645E+08**MEMBRANEPLUSBENDING**I=INSIDEC=CENTERO=OUTSIDESXSYSZSXYSYZSXZI0.6523E+08-0.2304E+080.1068E+09-0.1883E+07-0.1411E+07-0.6833E+08C0.5372E+08-0.2063E+080.9072E+08-0.1883E+07-0.1411E+07-0.6833E+08OI0.4220E+08S10.1574E+09-0.1822E+08S20.1475E+080.7463E+08S3-0.2319E+08-0.1883E+07SINT0.1806E+09-0.1411E+07SEQV0.1650E+09-0.6833E+08C0.1430E+090.1678E+07-0.2088E+080.1639E+090.1539E+09O0.1286E+09-0.1104E+08-0.1899E+080.1476E+090.1438E+09SX**PEAK**SYI=INSIDESZC=CENTERO=OUTSIDESXY SYZSXZI0.48790.96310.47390.1951E-02 1.109-0.5409E-03C-0.1801-0.63400.1451-0.1508E-02-0.82110.8370E-03OI0.2913S11.8540.6528S20.48790.1613S3-0.