DISP用户子程序实例（含代码）

【实例简介】
详细介绍了ABAQUS用户子程序DISP入门实例。有具体的代码及操作步骤，很值得参考。
2 Solution NUAA 2.1 Create Part Module: E Part Model: Model-1 Create Part Name: Part-1 如右图创建Part-1,单击 啁间Ⅲ Modeling Space Continue后在草图中绘制 叫‖。3e2 D Planar Axisymmet 以(0,0)和(1,0)为端 生 Options 点的直线段,完成绘图。 o Deformable O Discrete rigid None available 创建如下图所示的部件。 id Analytical rigi a X丫Z Base feature TyI pe O Solid Planar 区兴 C Shell o wir ○ Point Approximate size: 2 Continue Cancel age·3 2 Solution NUAA 2.2 Create Material Section Part:e Part-1 Edit material Name: Material-1 Module: Property Model: Model-1 Part: 〓L H-Create Section Materia Beh Name: Section-1 L国团ct 回 凸国山 Solid Beam 国 OShellTruss 生上9 general Mechanical Thermal Electrical/Magnetic Other Beam Elastic O Fluid 命国 O Othe F Use temperature-dependent data ‖ Number of field variables: I53 Continue I Cancel Moduli time scale(for viscoelasticity): Long-term □ No comprcssion □Na Y。ung5 PoIssoNs Modulus Ratio 192e11 0.3 age 2 Solution NUAA 2.3 Eidt Beam section Profile Module: - Property Model:=Model-1 Part:= Part-1 Edit Beam section Name: Section-I 黑黑 ype dit profile Section integration: During anal sis O Before analysis Name: Profile-1 Beam Shape Sh Create profile Profile name: Width (a): UU3 Profile shape rofile-1 Create Height(b): 0.03 的围 Beam Profile pa hickness: Uniform 日国 Basic Stiffness Fluid Inertia Material name:Material-1 b 十 hickness:UUU3 曲监 Section Poissan' s ratio:o Circular Rectangular Temperature variation g I inear hy gradients Trapezoid al O Interpolated from temperat re Foints Ok Cancel Arbitrary ceneralized Continue Cancel age.5 2 Solution NUAA 24. Assign Section Beam Orientation Module: E Property Mode!: E Model-1 F Part 国+ Edit Section Assignment x Module: -Property Region R eglon Section L国 申国 Note: List contains only sections applicable to the selected regions. t Typ Beam Assian Beam Material: Material-1 Orientation 生 OK Cancel Hx Enter an approximate n1 direction(tangent vectors are shown) o.,0.0,1g age=6 2 Solution NUAA 2.5. Assembly=Instance Part Module: E Assembly Mode: E Model-1=Step Create instance - Parts Part-1 ① stance Typ o Dependent(mesh on part O Independent(mesh on instance lote: To change a Dependent instance's mesh, you must edit its part's mesh F Auto-offset fram other instances K pply Cance age 2 Solution NUAA 2.6. Create Step Edit Field Output Module: E step Modc: E Modcl 1 F stcp: F Stcp 1 e Module: =Step Model:= Model-1 Field Output Requests Manager Create Step Nam后 step-1 Edit V F-Output-1Created Move Left 国 Name: Step-1 Move right Insert new step after Activate 110翻面 Initial Deactivate Step procedure: Static, Cenera reated in this step 〔XY21 Create Copy. Rename Delete Dismiss idit Field Outout R Procedure type: General F-Ortcut-l p ynamic, Explicit Procedure: Static. General Dynamic, Temp-disp, Explicit Domain: WhEle model □ Exterior or Geostatic Trequency: Every n increments 1 Timing: Output at exact times Mass diffusion o Select from list below Preselected defaults o All o edit variables Static. General F, RF,S, Static riks Stress Continue Cancel 囗 Strains a Displacement/velocity/Acceleration age=8 2 Solution NUAA 27. Create Boundary Condition (1) Module: F Load Model Model-1- Step: F Inital 选择梁左端点,固支约束 Edit Boundary Condition Name: BC-1 Load Model:: Model-1 Step: Initial 国 Symmetry/Antisymmetry/Encastre Ste Initial Create Boundary Condition Region: (Picked) Name: BC-1 些 Csvs:(Clba1)人 Step: Initial O XSYMM (U1= UR2= UR3=0) Procedurer O YSYMM (U2= UR1 UR3 0 Category Types for Selected Step O ZSYMM(U3 UR1 UR2 0 o Mechanical Symmetry/Antisymmetry/Encastre O XASYMM(U2=U3= UR1=0; Abaqus/ Standard only O Fluid Displacement/Rotation [R12 木 O YASYMM (U1=U3=UR2=0; Abaqus/Standard only O Electrical/Magnetic Velocity/ Angular velocity Q ZASYMM (U1=U2= UR3=0; Abaqus/Stand ard only Acceleration/Angular acceleration Other Connector displacement PINNED (U1=02=03=0 [XY2) Connector velocity O ENCASTRE UI=02=03= URI=UR2=UR3= 0) Connector acceleration OK Cancel Continue Cancel age·9 2 Solution NUAA 27. Create Boundary Condition(2) Modulo: Lcad Modcl:= Modcl 1 选择梁右端点,施加位移载荷。 Edit Boundary Condition X Name: BC-2 Module: Load Model: Model-1 Step: Step-1 Type: Displacement/Rotation Step: Step-1(Static, General Create Boundary Condition Region:(Pick ked Name: BC-2 csYS:【G1aba1 Step:Ste Distribution: User-defined Procedure: Static,General 回U1: gory Types for Selected Step o Mechanical Symmetry/Antisymmetry/Encastre 0 O Fluid Displacement/Rotation 回UR1 0 a⊙ Electrical/Magnetic Velocity/Angular velocity 回UR2: Connector displacement 0 radians O Other Connector velocity 回UR3 0 cxx)t. Note User subroutine disp must be ttached to the analysis job. Note: The displacement value will be maintained in subsequent steps. OK Cancel Continue Cancel 【实例截图】
【核心代码】