ansys課程設計地鐵車站主體結(jié)構(gòu)設計

目錄TOC\o"1-4"\h\z\u課程設計任務書 -1-GUI方式 -3-一、 打開ANSYS -3-二、 建立模型 -3-1、 定義單元類型 -3-2、 定義單元實常數(shù) -3-3、 定義材料特性 -3-4、 定義截面 -3-5、 建立幾何模型 -3-6、 劃分網(wǎng)格 -4-7、 建立彈簧單元 -4-三、 加載求解 -5-1、 施加位移約束 -5-2、 施加荷載 -6-（1） 計算結(jié)構(gòu)所受荷載 -6-（2） 施加結(jié)構(gòu)所受荷載 -6-（3） 施加重力場 -7-3、 求解 -8-四、 查看計算結(jié)果 -8-1、 添加單元表 -8-2、 查看變形圖 -8-3、 查看各內(nèi)力圖 -9-4、 查看內(nèi)力列表 -9-單元內(nèi)力表 -11-APDL方式 -17-課程設計任務書專業(yè)鐵道工程（隧道組）姓名彭向民學號20087023開題日期：2011年9月20日完成日期：2011年9月27日題目明挖地鐵車站內(nèi)力結(jié)構(gòu)分析一、設計的目的熟悉ANSYS軟件，練習課堂所學知識，為今后的畢業(yè)設計打下良好的電算基礎(chǔ)。練習使用梁單元和彈簧單元建模進行結(jié)構(gòu)內(nèi)力分析二、設計的內(nèi)容與要求某地鐵島式車站采用明挖法施工，車站埋深為4.113m，地下水位距地面為8.023m,站廳、站臺層柱子為d=0.8m的圓形柱，縱向柱間距為8m，縱向共16跨，長160m，中間島式站臺長110m。襯砌材料采用C30鋼筋混凝土（E=30Gpa，μ=0.2，γ=25kN/m3），地面荷載取20kPa的均布荷載，站廳層人群荷載取4kPa的均布荷載，是被荷載取8kPa的均布荷載。地基彈性范例系數(shù)取77.4Mpa/m。車站的橫斷面如下圖：（單位：m）各層土的物理參數(shù)見下表：地層名稱重度γ（kN/m3）內(nèi)摩擦角φ（°）素填土18.08.0粉質(zhì)粘土19.216.3粉質(zhì)粘土19.620.8中粗砂18.826.0試分析：縱向單位跨度地鐵車站的內(nèi)力。（采用基本荷載組合計算）成績指導教師(簽章)年月日GUI方式：打開ANSYS打開ANSYS軟件。GUI方式：執(zhí)行“UtilityMenu→Title”菜單命令。在彈出窗口中輸入“Mechanicalanslysisonthesubwaystation”作為ANSYS圖形顯示時的標題。建立模型定義單元類型GUI方式：執(zhí)行“MainMenu→Preprocessor→ElementType→Add/Edit/Delete”菜單命令。在彈出對話框中添加單元類型Beam3和combination14。定義單元實常數(shù)GUI方式：執(zhí)行“MainMenu→Preprocessor→RealConstants→Add/Edit/Delete”菜單命令。分別對Beam3和combination14添加實常數(shù)，數(shù)據(jù)如下表：No.AREAIZZHEIGHT10.80.8**3/120.820.60.6**3/120.6311/12140.90.9**3/120.950.4**2*ACOS（-1）0.8**4*ACOS（-1）/640.8677.4E6定義材料特性GUI方式：執(zhí)行“MainMenu→Preprocessor→MaterialProps→MatarialModels”菜單命令。輸入材料特性：EX=3E10，PRXY=0.2，DENS=2500。定義截面GUI方式：執(zhí)行“MainMenu→Preprocessor→Sections→Beam→CommonSections”菜單命令。新建5個截面，數(shù)據(jù)如下表所示：IDSub-TypeBH1矩形10.82矩形10.63矩形114矩形10.95圓形R=0.4建立幾何模型GUI方式：執(zhí)行“MainMenu→Preprocessor→Modeling→Create→Keypoints→InActiveCS”菜單命令。鍵入點坐標如下表所示：點號1234567891011X00009.059.059.0518.118.118.118.1Y-4.513-8.023-9.413-15.763-4.513-9.413-15.763-4.513-8.023-9.413-15.763GUI方式：執(zhí)行“MainMenu→Preprocessor→Modeling→Create→Lines→Lines→StraightLine”菜單命令。連接兩關(guān)鍵點生成線:線編號L1L2L3L4L5L6L7L8L9L10L11L12L13L14點號1153647432568910點號2586107113216791011劃分網(wǎng)格GUI方式：執(zhí)行“MainMenu→Preprocessor→Meshing→MeshTool”菜單命令。在ElementAttributes的下拉菜單里面選中Lines，單擊【Set】,分別對各條線編輯屬性，如下表：選擇的線L1，L2L3，L4L5，L6L7，L8，L9，L12，L13，L14L10，L11MAT1REAL12345TYPE1Beam3SECT12345單擊MeshTool對話框Size下面Line后面的【Set】,設計每條線劃分的單元數(shù)，如下表所示：選擇的線L1，L2，L3，L4，L5，L6L7，L11，L14L8，L13L9，L12L10NDIV18133710單擊MeshTool對話框中的【Mesh】按鈕，選擇全部線，單擊【OK】，完成網(wǎng)格劃分。建立彈簧單元GUI方式：執(zhí)行“MainMenu→Preprocessor→Modeling→Copy→Nodes→Copy”菜單命令。選中L5、L6上的所以Nodes，在“CopyNodes”對話框中，ITIME后輸入2，DY后輸入-1，如下圖所示。GUI方式：執(zhí)行“UtilityMenu→Select→Entities…”菜單命令。在彈出的“SelectEntities”對話框中選擇“Nodes”，“ByLocation”，“Ycoordinates”,在Min，Max后輸入“-15.763,-16.763”，點擊【OK】。GUI方式：執(zhí)行“MainMenu→Preprocessor→Modeling→Create→Elements→ElemAttributes”菜單命令。在彈出的“ElementAttributes”對話框中,[TYPE]選“2COMBIN14”，[REAL]選“6”，[SECNUM]選“NoSection”，單擊【OK】。GUI方式：執(zhí)行“MainMenu→Preprocessor→Modeling→Create→Elements→AutoNumbered→OffsetNodes”菜單命令。在彈出對話框中，DY后輸入“1”，單擊【OK】。加載求解施加位移約束GUI方式：執(zhí)行“UtilityMenu→Select→Entities…”菜單命令。在彈出的“SelectEntities”對話框中選擇“Nodes”，“ByLocation”，“Ycoordinates”,在Min，Max后輸入“-16.763”，點擊【OK】。GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Apply→Structural→Displcement→OnNode”菜單命令。點擊【PickAll】，選擇全部節(jié)點，在彈出對話框中選擇“ALLDOF”，單擊【OK】。GUI方式：執(zhí)行“UtilityMenu→Select→Entities…”菜單命令。在彈出的“SelectEntities”對話框中選擇“Nodes”，“ByLocation”，“Ycoordinates”,在Min，Max后輸入“-15.763”，點擊【OK】。GUI方式：執(zhí)行“UtilityMenu→Select→Entities…”菜單命令。在彈出的“SelectEntities”對話框中選擇“Nodes”，“ByLocation”，“Xcoordinates”,在Min，Max后輸入“9.05”，點擊【OK】。GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Apply→Structural→Displcement→OnNode”菜單命令。點擊【PickAll】，選擇全部節(jié)點，在彈出對話框中選擇“UX”，單擊【OK】。施加荷載計算結(jié)構(gòu)所受荷載按基本荷載組合，計算如下表所示：頂板路面荷載20kPa垂直土壓力1.5ⅹ18+2.8ⅹ19.2+（4.113+0.8/2-1.5-2.8）ⅹ19.6=84.9348kPa1.4ⅹ20+1.35ⅹ84.9348=142.66198kPa中板人群荷載4kPa設備荷載8kPa1.4ⅹ4+1.35ⅹ8=16.4kPa底板垂直水壓力(4.113+0.8/2+4.9+6.35-8.023)ⅹ10=77.4kPa1.35ⅹ77.4=104.49kPa邊墻土側(cè)壓力上φ=(8ⅹ1.5+16.3ⅹ2.8+20.8ⅹ0.213)/4.513=13.75°1.35ⅹ84.9348ⅹtan2(45-13.75/2)=70.6kPa下φ=(8ⅹ1.5+16.3ⅹ2.8+20.8ⅹ2+26ⅹ9.463)/15.763=21.9°γ=(18ⅹ1.5+19.2ⅹ2.8+19.6ⅹ2+18.8ⅹ9.463)/15.763=18.9kN/m31.35ⅹ18.9ⅹ15.763ⅹtan2(45-21.9/2)=183.67kPa(先分別算出λ，再加權(quán)平均，算出結(jié)果為187.575kPa)側(cè)向水壓力下104.49kPa施加結(jié)構(gòu)所受荷載a．水平荷載GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Apply→Structural→Pressure→OnBeams”菜單命令。選擇頂板的梁單元，在彈出對話框中的VALI后輸入值“142661.98”，單擊【Apply】。選擇中板的梁單元，在彈出對話框中的VALI后輸入值“16400”，單擊【Apply】。選擇頂板的梁單元，在彈出對話框中的VALI后輸入值“-104490”，單擊【OK】。b．側(cè)向荷載GUI方式：執(zhí)行“UtilityMenu→List→PictEntities+”菜單命令。在彈出的“ModelQueryPicker”對話框中選擇：“Pick”，“Box”，“Length”，“Elements”，分別選擇左邊墻和右邊墻的梁單元。復制彈出列表中的內(nèi)容到Excel，整理并計算，可得下表：ElementNo.(L)ElementNo.(R)Length土側(cè)壓力(上)(Pa)水側(cè)壓力(下)(Pa)1311550.501429706001301560.50142975639.692151291570.50142980679.38431281580.50142985719.076461271590.50142990758.768611261600.50142995798.460761251610.501429100838463333105877.84516254.9914591231630.463333110534.647312509.982921221640.463333115191.449518764.974381211650.488462119848.251725359.207121201660.488462124757.61731953.439861191670.488462129666.982238547.67261181680.488462134576.347545141.905341171690.488462139485.712751736.138081161700.488462144395.07858330.370821151710.488462149304.443264924.603561141720.488462154213.808571518.83631131730.488462159123.173778113.069041121740.488462164032.53984707.301781111750.488462168941.904291301.534521101760.488462173851.269597895.767261091770.488462178760.6347104490183670土側(cè)壓力：GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Apply→Structural→Pressure→OnBeams”菜單命令。從上向下每間隔1個單元選擇一個邊墻的單元，按上表所示的值，輸入邊墻單元所受的一對土壓力值。水側(cè)壓力：GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Settings→ReplacevsAdd→SurfaceLoads”菜單命令。在彈出的對話框中，（PRES）下的Oper中選擇“Addtoexisting”,單擊【OK】。GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Apply→Structural→Pressure→OnBeams”菜單命令。從水位線處開始，從上向下每間隔1個單元選擇一個邊墻的單元，按上表所示的值，輸入邊墻單元所受的一對水的壓力值。施加重力場GUI方式：執(zhí)行“MainMenu→Solution→DefineLoads→Apply→Structural→Inertia→Gravity→Global”菜單命令。在彈出對話框中的ACELY后輸入值“10”，單擊【OK】。結(jié)基本構(gòu)圖求解GUI方式：執(zhí)行“MainMenu→Solution→Solve→CurrentLS”菜單命令。在彈出對話框中點擊【OK】，開始計算。查看計算結(jié)果添加單元表GUI方式：執(zhí)行“MainMenu→GeneralPostproc→ElementTable→DefineTable”菜單命令。新建6個單元表，分別是：LabItemLabItem軸力I_NBysequencenumSMISC,1J_NBysequencenumSMISC,7剪力I_VBysequencenumSMISC,2J_VBysequencenumSMISC,8彎矩I_MBysequencenumSMISC,6J_MBysequencenumSMISC,12查看變形圖GUI方式：執(zhí)行“MainMenu→GeneralPostproc→PlotResults→DeformedShape”菜單命令。在彈出對話框中選擇“Def+undeformd”，單擊【OK】。變形圖查看各內(nèi)力圖GUI方式：執(zhí)行“MainMenu→GeneralPostproc→PlotResults→ContourPlot→LineElemRes”菜單命令。在彈出對話框中分別選擇不同的Lab，可以分別查看軸力圖、剪力圖、彎矩圖。LabILabJFact軸力圖I_NJ_N1剪力圖I_VJ_V1彎矩圖I_MJ_M-1查看內(nèi)力列表GUI方式：執(zhí)行“MainMenu→GeneralPostproc→ListResults→ElemTableData”菜單命令。在彈出對話框中選擇“I_N”、“J_N”、“I_V”、“J_V”、“I_M”、“J_M”，單擊【OK】。軸力圖剪力圖彎矩圖單元內(nèi)力表PRINTELEMENTTABLEITEMSPERELEMENT*****POST1ELEMENTTABLELISTING*****STATCURRENTCURRENTCURRENTCURRENTCURRENTCURRENTELEMI_NJ_NI_VJ_VI_MJ_M1-0.32142E+06-0.32142E+06-0.69024E+06-0.60846E+06-0.82573E+06-0.49925E+062-0.32142E+06-0.32142E+06-0.60846E+06-0.52667E+06-0.49925E+06-0.21389E+063-0.32142E+06-0.32142E+06-0.52667E+06-0.44489E+06-0.21389E+0630348.4-0.32142E+06-0.32142E+06-0.44489E+06-0.36311E+0630348.0.23347E+065-0.32142E+06-0.32142E+06-0.36311E+06-0.28133E+060.23347E+060.39547E+066-0.32142E+06-0.32142E+06-0.28133E+06-0.19954E+060.39547E+060.51636E+067-0.32142E+06-0.32142E+06-0.19954E+06-0.11776E+060.51636E+060.59613E+068-0.32142E+06-0.32142E+06-0.11776E+06-35977.0.59613E+060.63477E+069-0.32142E+06-0.32142E+06-35977.45805.0.63477E+060.63230E+0610-0.32142E+06-0.32142E+0645805.0.12759E+060.63230E+060.58871E+0611-0.32142E+06-0.32142E+060.12759E+060.20937E+060.58871E+060.50401E+0612-0.32142E+06-0.32142E+060.20937E+060.29115E+060.50401E+060.37818E+0613-0.32142E+06-0.32142E+060.29115E+060.37294E+060.37818E+060.21123E+0614-0.32142E+06-0.32142E+060.37294E+060.45472E+060.21123E+063170.715-0.32142E+06-0.32142E+060.45472E+060.53650E+063170.7-0.24601E+0616-0.32142E+06-0.32142E+060.53650E+060.61829E+06-0.24601E+06-0.53631E+0617-0.32142E+06-0.32142E+060.61829E+060.70007E+06-0.53631E+06-0.86773E+0618-0.32142E+06-0.32142E+060.70007E+060.78185E+06-0.86773E+06-0.12403E+0719-0.32142E+06-0.32142E+06-0.78192E+06-0.70013E+06-0.12403E+07-0.86770E+0620-0.32142E+06-0.32142E+06-0.70013E+06-0.61835E+06-0.86770E+06-0.53625E+0621-0.32142E+06-0.32142E+06-0.61835E+06-0.53657E+06-0.53625E+06-0.24591E+0622-0.32142E+06-0.32142E+06-0.53657E+06-0.45478E+06-0.24591E+063300.223-0.32142E+06-0.32142E+06-0.45478E+06-0.37300E+063300.20.21140E+0624-0.32142E+06-0.32142E+06-0.37300E+06-0.29122E+060.21140E+060.37837E+0625-0.32142E+06-0.32142E+06-0.29122E+06-0.20944E+060.37837E+060.50423E+0626-0.32142E+06-0.32142E+06-0.20944E+06-0.12765E+060.50423E+060.58897E+0627-0.32142E+06-0.32142E+06-0.12765E+06-45870.0.58897E+060.63259E+0628-0.32142E+06-0.32142E+06-45870.35913.0.63259E+060.63510E+0629-0.32142E+06-0.32142E+0635913.0.11770E+060.63510E+060.59648E+0630-0.32142E+06-0.32142E+060.11770E+060.19948E+060.59648E+060.51675E+0631-0.32142E+06-0.32142E+060.19948E+060.28126E+060.51675E+060.39589E+0632-0.32142E+06-0.32142E+060.28126E+060.36304E+060.39589E+060.23392E+0633-0.32142E+06-0.32142E+060.36304E+060.44483E+060.23392E+0630833.34-0.32142E+06-0.32142E+060.44483E+060.52661E+0630833.-0.21338E+0635-0.32142E+06-0.32142E+060.52661E+060.60839E+06-0.21338E+06-0.49870E+0636-0.32142E+06-0.32142E+060.60839E+060.69018E+06-0.49870E+06-0.82515E+0637-91902.-91902.-0.14238E+06-0.12660E+06-0.21647E+06-0.14885E+0638-91902.-91902.-0.12660E+06-0.11081E+06-0.14885E+06-89173.39-91902.-91902.-0.11081E+06-95022.-89173.-37430.40-91902.-91902.-95022.-79235.-37430.6376.441-91902.-91902.-79235.-63447.6376.442245.42-91902.-91902.-63447.-47660.42245.70176.43-91902.-91902.-47660.-31873.70176.90170.44-91902.-91902.-31873.-16086.90170.0.10223E+0645-91902.-91902.-16086.-298.400.10223E+060.10634E+0646-91902.-91902.-298.4015489.0.10634E+060.10253E+0647-91902.-91902.15489.31276.0.10253E+0690770.48-91902.-91902.31276.47063.90770.71076.49-91902.-91902.47063.62850.71076.43445.50-91902.-91902.62850.78638.43445.7876.651-91902.-91902.78638.94425.7876.6-35629.52-91902.-91902.94425.0.11021E+06-35629.-87073.53-91902.-91902.0.11021E+060.12600E+06-87073.-0.14645E+0654-91902.-91902.0.12600E+060.14179E+06-0.14645E+06-0.21377E+0655-91902.-91902.-0.14180E+06-0.12601E+06-0.21377E+06-0.14645E+0656-91902.-91902.-0.12601E+06-0.11022E+06-0.14645E+06-87061.57-91902.-91902.-0.11022E+06-94437.-87061.-35611.58-91902.-91902.-94437.-78650.-35611.7901.259-91902.-91902.-78650.-62863.7901.243476.60-91902.-91902.-62863.-47075.43476.71113.61-91902.-91902.-47075.-31288.71113.90813.62-91902.-91902.-31288.-15501.90813.0.10258E+0663-91902.-91902.-15501.286.200.10258E+060.10640E+0664-91902.-91902.286.2016073.0.10640E+060.10229E+0665-91902.-91902.16073.31861.0.10229E+0690237.66-91902.-91902.31861.47648.90237.70250.67-91902.-91902.47648.63435.70250.42325.68-91902.-91902.63435.79222.42325.6462.369-91902.-91902.79222.95010.6462.3-37338.70-91902.-91902.95010.0.11080E+06-37338.-89075.71-91902.-91902.0.11080E+060.12658E+06-89075.-0.14875E+0672-91902.-91902.0.12658E+060.14237E+06-0.14875E+06-0.21636E+0673-0.54992E+06-0.54992E+060.91370E+060.87373E+060.90367E+060.45433E+0674-0.54992E+06-0.54992E+060.72220E+060.68224E+060.45433E+060.10127E+0675-0.54992E+06-0.54992E+060.55490E+060.51494E+060.10127E+06-0.16768E+0676-0.54992E+06-0.54992E+060.41268E+060.37272E+06-0.16768E+06-0.36512E+0677-0.54992E+06-0.54992E+060.29432E+060.25435E+06-0.36512E+06-0.50305E+0678-0.54992E+06-0.54992E+060.19701E+060.15704E+06-0.50305E+06-0.59205E+0679-0.54992E+06-0.54992E+060.11687E+0676904.-0.59205E+06-0.64076E+0680-0.54992E+06-0.54992E+0649309.9343.3-0.64076E+06-0.65551E+0681-0.54992E+06-0.54992E+06-10658.-50624.-0.65551E+06-0.64010E+0682-0.54992E+06-0.54992E+06-68135.-0.10810E+06-0.64010E+06-0.59580E+0683-0.54992E+06-0.54992E+06-0.12811E+06-0.16807E+06-0.59580E+06-0.52134E+0684-0.54992E+06-0.54992E+06-0.19521E+06-0.23518E+06-0.52134E+06-0.41315E+0685-0.54992E+06-0.54992E+06-0.27350E+06-0.31346E+06-0.41315E+06-0.26559E+0686-0.54992E+06-0.54992E+06-0.36616E+06-0.40612E+06-0.26559E+06-71449.87-0.54992E+06-0.54992E+06-0.47523E+06-0.51519E+06-71449.0.17753E+0688-0.54992E+06-0.54992E+06-0.60120E+06-0.64117E+060.17753E+060.48985E+0689-0.54992E+06-0.54992E+06-0.74263E+06-0.78259E+060.48985E+060.87327E+0690-0.54992E+06-0.54992E+06-0.89559E+06-0.93555E+060.87327E+060.13336E+0791-0.54992E+06-0.54992E+060.93556E+060.89559E+060.13336E+070.87327E+0692-0.54992E+06-0.54992E+060.78259E+060.74263E+060.87327E+060.48985E+0693-0.54992E+06-0.54992E+060.64116E+060.60119E+060.48985E+060.17753E+0694-0.54992E+06-0.54992E+060.51517E+060.47520E+060.17753E+06-71433.95-0.54992E+06-0.54992E+060.40608E+060.36611E+06-71433.-0.26555E+0696-0.54992E+06-0.54992E+060.31339E+060.27343E+06-0.26555E+06-0.41307E+0697-0.54992E+06-0.54992E+060.23508E+060.19511E+06-0.41307E+06-0.52122E+0698-0.54992E+06-0.54992E+060.16794E+060.12798E+06-0.52122E+06-0.59561E+0699-0.54992E+06-0.54992E+060.10793E+0667969.-0.59561E+06-0.63983E+06100-0.54992E+06-0.54992E+0650421.10455.-0.63983E+06-0.65513E+06101-0.54992E+06-0.54992E+06-9582.3-49548.-0.65513E+06-0.64027E+06102-0.54992E+06-0.54992E+06-77175.-0.11714E+06-0.64027E+06-0.59142E+06103-0.54992E+06-0.54992E+06-0.15734E+06-0.19730E+06-0.59142E+06-0.50227E+06104-0.54992E+06-0.54992E+06-0.25466E+06-0.29462E+06-0.50227E+06-0.36418E+06105-0.54992E+06-0.54992E+06-0.37302E+06-0.41298E+06-0.36418E+06-0.16659E+06106-0.54992E+06-0.54992E+06-0.51520E+06-0.55517E+06-0.16659E+060.10249E+06107-0.54992E+06-0.54992E+06-0.68244E+06-0.72240E+060.10249E+060.45565E+06108-0.54992E+06-0.54992E+06-0.87382E+06-0.91378E+060.45565E+060.90503E+06109-0.10857E+07-0.10748E+07-0.54992E+06-0.41197E+06-0.90367E+06-0.66897E+06110-0.10748E+07-0.10638E+07-0.41197E+06-0.41197E+06-0.66897E+06-0.46774E+06111-0.10638E+07-0.10528E+07-0.41197E+06-0.28526E+06-0.46774E+06-0.29769E+06112-0.10528E+07-0.10418E+07-0.28526E+06-0.28526E+06-0.29769E+06-0.15835E+06113-0.10418E+07-0.10308E+07-0.28526E+06-0.16979E+06-0.15835E+06-47436.114-0.10308E+07-0.10198E+07-0.16979E+06-0.16979E+06-47436.35502.115-0.10198E+07-0.10088E+07-0.16979E+06-65562.35502.92754.116-0.10088E+07-0.99783E+06-65562.-65562.92754.0.12478E+06117-0.99783E+06-0.98684E+06-65562.27431.0.12478E+060.13386E+06118-0.98684E+06-0.97584E+0627431.27431.0.13386E+060.12046E+06119-0.97584E+06-0.96485E+0627431.0.10919E+060.12046E+0686870.120-0.96485E+06-0.95386E+060.10919E+060.10919E+0686870.33537.121-0.95386E+06-0.94287E+060.10919E+060.17970E+0633537.-37247.122-0.80049E+06-0.79007E+0687800.87800.0.17923E+060.13855E+06123-0.79007E+06-0.77964E+0687800.0.14444E+060.13855E+0684548.124-0.77964E+06-0.76922E+060.14444E+060.14444E+0684548.17624.125-0.76922E+06-0.75793E+060.14444E+060.19627E+0617624.-67902.126-0.75793E+06-0.74665E+060.19627E+060.19627E+06-67902.-0.16632E+06127-0.74665E+06-0.73537E+060.19627E+060.24304E+06-0.16632E+06-0.27656E+06128-0.73537E+06-0.72409E+060.24304E+060.24304E+06-0.27656E+06-0.39843E+06129-0.72409E+06-0.71280E+060.24304E+060.28476E+06-0.39843E+06-0.53086E+06130-0.71280E+06-0.70152E+060.28476E+060.28476E+06-0.53086E+06-0.67365E+06131-0.70152E+06-0.69024E+060.28476E+060.32142E+06-0.67365E+06-0.82573E+06132-0.15638E+07-0.15699E+070.00000.00000.00000.0000133-0.15699E+07-0.15761E+070.00000.00000.00000.0000134-0.15761E+07-0.15822E+070.00000.00000.00000.0000135-0.15822E+07-0.15884E+070.00000.00000.00000.0000136-0.15884E+07-0.15946E+070.00000.00000.00000.0000137-0.15946E+07-0.16007E+070.00000.00000.00000.0000138-0.16007E+07-0.16069E+070.00000.00000.00000.0000139-0.16069E+07-0.16130E+070.00000.00000.00000.0000140-0.16130E+07-0.16192E+070.00000.00000.00000.0000141-0.16192E+07-0.16253E+070.00000.00000.00000.0000142-0.19089E+07-0.19151E+070.00000.00000.00000.0000143-0.19151E+07-0.19212E+070.00000.00000.00000.0000144-0.19212E+07-0.19273E+070.00000.00000.00000.0000145-0.19273E+07-0.19335E+070.00000.00000.00000.0000146-0.19335E+07-0.19396E+070.00000.00000.00000.0000147-0.19396E+07-0.19458E+070.00000.00000.00000.0000148-0.19458E+07-0.19519E+070.00000.00000.00000.0000149-0.19519E+07-0.19580E+070.00000.00000.00000.0000150-0.19580E+07-0.19642E+070.00000.00000.00000.0000151-0.19642E+07-0.19703E+070.00000.00000.00000.0000152-0.19703E+07-0.19764E+070.00000.00000.00000.0000153-0.19764E+07-0.19826E+070.00000.00000.00000.0000154-0.19826E+07-0.19887E+070.00000.00000.00000.0000155-0.69018E+06-0.70146E+06-0.32142E+06-0.28476E+06-0.82515E+06-0.67306E+06156-0.70146E+06-0.71274E+06-0.28476E+06-0.28476E+06-0.67306E+06-0.53028E+06157-0.71274E+06-0.72402E+06-0.28476E+06-0.24304E+06-0.53028E+06-0.39785E+06158-0.72402E+06-0.73530E+06-0.24304E+06-0.24304E+06-0.39785E+06-0.27598E+06159-0.73530E+06-0.74659E+06-0.24304E+06-0.19627E+06-0.27598E+06-0.16573E+06160-0.74659E+06-0.75787E+06-0.19627E+06-0.19627E+06-0.16573E+06-67320.161-0.75787E+06-0.76915E+06-0.19627E+06-0.14444E+06-67320.18206.162-0.76915E+06-0.77958E+06-0.14444E+06-0.14444E+0618206.85130.163-0.77958E+06-0.79000E+06-0.14444E+06-87800.85130.0.13890E+06164-0.79000E+06-0.80043E+06-87800.-87800.0.13890E+060.17958E+06165-0.94280E+06-0.95379E+06-0.17970E+06-0.10919E+06-36777.33744.166-0.95379E+06-0.96478E+06-0.10919E+06-0.10919E+0633744.87077.167-0.96478E+06-0.97577E+06-0.10919E+06-27431.87077.0.12041E+06168-0.97577E+06-0.98676E+06-27431.-27431.0.12041E+060.13381E+06169-0.98676E+06-0.99775E+06-27431.65562.0.13381E+060.12446E+06170-0.99775E+06-0.10087E+0765562.65562.0.12446E+0692437.171-0.10087E+07-0.10197E+0765562.0.16979E+0692437.34922.172-0.10197E+07-0.10307E+070.16979E+060.16979E+0634922.-48015.173-0.10307E+07-0.10417E+070.16979E+060.28526E+06-48015.-0.15919E+06174-0.10417E+07-0.10527E+070.28526E+060.28526E+06-0.15919E+06-0.29853E+06175-0.10527E+07-0.10637E+070.28526E+060.41197E+06-0.29853E+06-0.46885E+06176-0.10637E+07-0.10747E+070.41197E+060.41197E+06-0.46885E+06-0.67008E+06177-0.10747E+07-0.10857E+070.41197E+060.54992E+06-0.67008E+06-0.90503E+06178-0.17205E+060.00000.00000.00000.00000.0000179-0.15153E+060.00000.00000.00000.00000.0000180-0.12733E+060.00000.00000.00000.00000.0000181-0.10225E+060.00000.00000.00000.00000.0000182-78401.0.00000.00000.00000.00000.0000183-57343.0.00000.00000.00000.00000.0000184-40172.0.00000.00000.00000.00000.0000185-27595.0.00000.00000.00000.00000.0000186-20001.0.00000.00000.00000.00000.0000187-17511.0.00000.00000.00000.00000.0000188-20006.0.00000.00000.00000.00000.0000189-27138.0.00000.00000.00000.00000.0000190-38319.0.00000.00000.00000.00000.0000191-52696.0.00000.00000.00000.00000.0000192-69103.0.00000.00000.00000.00000.0000193-86011.0.00000.00000.00000.00000.0000194-0.10146E+060.00000.00000.00000.00000.0000195-0.11300E+060.00000.00000.00000.00000.0000196-0.11761E+060.00000.00000.00000.00000.0000197-0.11300E+060.00000.00000.00000.00000.0000198-0.10147E+060.00000.00000.00000.00000.0000199-86025.0.00000.00000.00000.00000.0000200-69122.0.00000.00000.00000.00000.0000201-52720.0.00000.00000.00000.00000.0000202-38348.0.00000.00000.00000.00000.0000203-27171.0.00000.00000.00000.00000.0000204-20042.0.00000.00000.00000.00000.0000205-17548.0.00000.00000.00000.00000.0000206-20037.0.00000.00000.00000.00000.0000207-27627.0.00000.00000.00000.00000.0000208-40197.0.00000.00000.00000.00000.0000209-57355.0.00000.00000.00000.00000.0000210-78394.0.00000.00000.00000.00000.0000211-0.10222E+060.00000.00000.00000.00000.0000212-0.12727E+060.00000.00000.00000.00000.0000213-0.15142E+060.00000.00000.00000.00000.0000214-0.17189E+060.00000.00000.00000.00000.0000MINIMUMVALUESELEM15415490901918VALUE-0.19826E+07-0.19887E+07-0.89559E+06-0.93555E+06-0.12403E+07-0.12403E+07MAXIMUMVALUESELEM18717891919190VALUE-17511.0.00000.93556E+060.89559E+060.13336E+070.13336E+07

APDL方式：FINI/CLE/PREP7 !進入前處理器ET,1,BEAM3 !定義單元類型ET,2,COMBIN14R,1,.8,.8**3/12,.8 !定義實常數(shù)R,2,.6,.6**6/12,.6R,3,1,1/12,1R,4,.9,.9**3/12,.9R,5,.4**2*ACOS(-1),ACOS(1)*.8**4/64,.8R,6,77.4E6MP,EX,1,3e10 !定義材料屬性MP,PRXY,1,.2MP,DENS,1,2500SECTYPE,1,BEAM,RECT,DINGBAN,0 !定義截面SECOFFSET,CENTSECDATA,1,.9SECTYPE,2,BEAM,RECT,ZHONG,0SECOFFSET,CENTSECDATA,1,.6SECTYPE,3,BEAM,RECT,DIBAN,0SECOFFSET,CENTSECDATA,1,1SECTYPE,4,BEAM,RECT,BIANQIANG,0SECOFFSET,CENTSECDATA,1,.9SECTYPE,5,BEAM,CSOLID,ZHONGZHU,0SECOFFSET,CENTSECDATA,.4K,1, ,-4.513 !建立幾何模型K,2, ,-8.023K,3, ,-9.413K,4, ,-15.763K,5,9.05 ,-4.513K,6,9.05 ,-9.413K,7,9.05 ,-15.763K,8,18.1 ,-4.513K,9,18.1 ,-8.023K,10,18.1 ,-9.413K,11,18.1 ,-15.763L,1,5L,5,8L,3,6L,6,10L,4,7L,7,11L,(4:2:-1),(3:1:-1)L,(5:6:1),(6:7:1)L,(8:10:1),(9:11:1)LSEL,S,LOC,Y,-4.513 !劃分網(wǎng)格LATT,1,1,1,,,,1 !設置劃分的單元的屬性LSEL,S,LOC,Y,-9.