MSC.Marc 2013.1理论手册
MSC.MARC是功能齐全的高级非线性有限元软件,具有极强的结构分析能力。可以处理各种线性和非线性结构分析包括:线性/非线性静力分析、模态分析、简谐响应分析、频谱分析、随机振动分析、动力响应分析、自动的静/动力接触、屈曲/失稳、失效和破坏分析等ContentsMarc Volume A: Theory and User InformationrefaceAbout this manual■■■■20Purpose of volume A20Contents of volume a20How to Use this manual211 The Marc SystemMarc Programs............■■23Marc for Analysis23Mentat or patran for gul24Structure of marc24Procedure Library24Material Library24Element Library25Program Function Library25Features and benefits of marc252 Program InitiationMarc Host Systems27Workspace Requirements27Marc Workspace Requirements27File Units30Program Initiation.........32Examples of running marc Jobs■■■■■344 Marc Volume A: Theory and User Information3 Data EntryInput Conventions38Input of List of Items39Examples of lists41Table Driven Input■■41Table Input42Parameters46Model Definition Options46History Definition Options46REZONE Option474 Introduction to mesh definitionDirect Input49Element Connectivity Data49Nodal coordinate data53Activate/Deactivate54User Subroutine Input54MESH2D54Block definition54Merging of Nodes54Block Types55Symmetry, Weighting, and Constraints57Additional Options58Mentat58FXORD Option59Major classes of the fXoRD Option59Recommendations on Use of the FXORD Option63Incremental mesh generators■■■■■63Bandwidth Optimization64Rezoning.....64Substructure65Technical Background66Scaling Element Stiffness67Contents 5BEAM SECT Parameter■■■68Orientation of the Section in Space68Definition of the section68Error Analysis74ocal AdaptivityNumber of Elements Created7474Boundary Conditions75Location of new nodes76Adaptive Criteria77Automatic Global remeshing80Remeshing criteria84Remeshing TechniquesPatran Tetrahedral mesher885 Structural Procedure LibraryLinear Analysis99Accuracy100Error estimates100Adaptive meshing101Fourier Analysis101Nonlinear Analysis104Geometric nonlinearities108Eulerian FormulationArbitrary Eulerian-Lagrangian(AEL) Formulation118Nonlinear Boundary Conditions118Buckling Analysis120Perturbation Analysis121Computational Procedures for Elastic-Plastic Analysis126Creep138Viscoelasticity142Viscoplasticity143Fracture Mechanics144Linear fracture mechanics144Nonlinear fracture mechanics147Numerical Evaluation of the J-integral148Numerical Evaluation of the Energy Release Rate with the VCCT Method150Automatic Crack PropagationDynamic Fracture Methodology1626 Marc Volume A: Theory and User InformationDynamic crack Propagation..162Crack Initiation163Mesh Splitting165Mesh Splitting Along Edges or Faces165Mesh Cutting167Dynamics...168Modal(Eigenvalue) Analysis.168Harmonic Response172Spectrum Response75Transient Analysis179Inertia relief191Rigid Body Mode Evaluation.191Rigid-Plastic Flow195Steady State Analysis95Transient Analysis196Technical background..196Superplasticity197Soil Analysis199Technical formulation200Mechanical Wear.,,,,,,,,203Design Sensitivity Analysis........■■205Theoretical considerations207Design Optimization208Approximation of Response Functions Over the Design Space..209Improvement of the Approximation211The Optimization algorithmMarc User Interface for Sensitivity Analysis and Optimization212Define Initial State with Results from a Previous Analysis215Pre state215Model sections217Steady State Rolling Analysis219Kinematics219lnetⅰaE仟fect...221Rolling Contact221Steady state rolling with marc221ContentsStructural Zooming Analysis.222Element Types Supported223Uncoupled Thermal Stress Analysis223Cure-Thermal-Mechanically Coupled Analysis224Cure Kinetics225Cure Shrinkage Strain228References,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,2296 Nonstructural Procedure LibraryHeat Transfer234Thermal Contact235Convergence Controls235Steady state Analysis236Transient Analysisemperature Effects238Initial Conditions239Boundary Conditions239Surface Energy243Thermochemical Ablation and Surface Energy Balance244Mathematical Presentation244Mechanical Erosion251Mechanical Erosion by Other Actions251pyrolySis251Coking255Monitoring Thermal Degradation258Presentation of the Energy Equation260Ablation262Welding27Radiation278Conrad Gap292Channel293Output294Diffusion295Technical Background296Hydrodynamic Bearing300Technical Background3028 Marc Volume A: Theory and User InformationElectrostatic Analysis304Technical Background305Magnetostatic Analysis308Technical background..309Magnetodynamic Analysis∴∴320Technical Background322Piezoelectric Analysis325Technical Background326Strain Based Piezoelectric Coupling..328Acoustic Analysis328Rigid Cavity Acoustic Analysis328Technical Background329Fluid mechanics330Finite element formulation333Penalty Method335Steady State Analysis336Transient Analysis336Solid Analysis336Solution of Coupled Problems in Fluids..336Degrees of Freedom337Element Types.337Coupled Analyses∴..■量■画■■■,,,,,,,,339Thermal Mechanically Coupled Analysis341Coupled Acoustic-Structural AnalysisFluid/Solid Interaction- Added Mass Approach342346Coupled Electrostatic-Structural Analysis348Coupled Magnetostatic-Structural Analysis350Coupled Thermal-Electrical Analysis (Joule Heating)352Coupled Electrical-Thermal-Mechanical Analysis355Coupled Magnetostatic-Thermal Analysis357Coupled Magnetodynamic-Thermal Analysis358Coupled Magnetodynamic-Thermal-Structural Analysis..359References∴,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,362Contents 97 Material LibraryLinear Elastic Material365Composite Material ......367Layered Materials368Classical Lamination Theory for Multi-Layered Shells371Material Preferred direction372Material Dependent Failure Criteria376Interlaminar Shear for Thick Shell, Beam, Solid shell, and 3-d Composite brick elements394Interlaminar Stresses for continuum composite elements397Progressive Composite Failure397Mixture model399Gasket403Constitutive model403Nonlinear Hypoelastic Material407Thermo-Mechanical Shape Memory Model422Transformation Induced deformation424Constitutive Theory425Phase Transformation strains425Experimental Data Fitting for Thermo-mechanical Shape Memory Alloy427Mechanical Shape Memory Model431Conversion from Thermo-Mechanical to Mechanical SMA oyExperimental Data Fitting for Mechanical Shape Memory alle434435Elastomer436Updated Lagrange formulation for nonlinear elasticity455Time-independent Inelastic Behavior456Yield Conditions458Mohr-Coulomb Material(Hydrostatic Stress Dependence)464Buyukozturk Criterion(Hydrostatic Stress Dependence)465Powder material465Obtaining Crush Curve and Shear Failure Parameters by Curve Fitting in Marc475Work or strain hardening.....,,,479Flow rule485Constitutive Relations486Time-independent Cyclic Plasticity489Time-dependent Inelastic Behavior492Creep(Maxwell Model)翻495Oak Ridge National Laboratory Laws50010 Marc Volume A: Theory and User InformationSwelling.501Viscoplasticity502Time-dependent Cyclic Plasticity502Anand solder model504Viscoelastic Material505Bergstrom-Boyce Model516Narayanaswamy Model518Frequency-dependent Material Behavior522Viscoelastic Material Behavior in the Frequency Domain522Thermo-Rheologically Simple Material Behavior in the Frequency Domain538Deformation Dependent Relaxation in the Frequency Domain539Harmonic Equations of motion541Performing viscoelastic Analysis in the Frequency Domain543Temperature Effects and Coefficient of Thermal Expansion,546Piecewise Linear Representation547Temperature-Dependent Creep548Coefficient of Thermal Expansion549Time-Temperature-Transformation549Low Tension Material552Uniaxial Cracking Data552LoW Tension Cracking552Tension Softening552Crack Closure553Crushing553Analysis554Soil model554Elastic Models554Cam-Clay Model555Evaluation of soil parameters for the critical state soil model557Damage Models565Ductile metals565Elastomers568Cohesive Zone Modeling570Nonstructural materials578Heat transfer analysis579Piezoelectric Analysis579Thermo-Electrical Analysis579Coupled Electrical-Thermal-Mechanical Analysis579Hydrodynamic Bearing AnalysisFluid/ Solid Interaction Analysis- Added Mass approach579.579
- 2020-12-04下载
- 积分:1
水动力学仿真AQWA教程
浮筒在海浪作用下的受力分析,AQWA软件的使用教程引受世亞太gs↓s-cHN海洋工程浮体波浪载荷计算的发展经历了一个从二维方法到三维方法维切片理论优点:可以实现得到船体剖面剪力、弯矩及湿表面的压力分布。更为重要的是,它可以对不同的波长、浪向和航速进行同样的计算,应用频谱分析方法,还可以预报船舶在给定波谱下的运动,对摇荡运动预报准确。二维切片理论劣势:平面势流理论,忽略浮体三维效应,海洋工程一般不满足细长体假设剖面载荷和脉动压力精度不够,对海洋工程两者很重要2012-6-21-3引受世亞太gs↓s-cHN解决两个问题三维浮体波浪载荷的计算:与二维势流理论不同的是,此方法把平台结构作为个整体,在平台水下部分的表面上划分网格,根据三维源汇分布理论,采用面元数值计算方法求解平台在波浪中受到的载荷。波浪力考虑二阶波浪力≯而对横撑等小尺寸构件采用 Morison方程计算载荷加载到有限元模型中,实现浮体结构强度校核2012-6-2AQWA模块介绍受世亞太gs↓s-cHN模块之间相互关系波浪力LINEWAVE通过wave传递波浪力LIBRIUMFERNAUTDRIFTASAS频域分析法时域分析法(FE model)运动响应变形响应2012-6-21-5AQWA模块介绍受世亞太gs↓s-cHNDAY1FEMGVAGSANSYS TLINEWAVE,,口口…,ASASLIBRIUMFERNAUTDRIFT(FE model)模块之间相互关系EXCEL2012-6-2QWA模块介绍流程受世亞太gs↓s-cHNDAY2FEMGVAGSANSYSLINEWAVEASASI LIBRIUMFERNAUTDRIFT■■(FE model)DAY3&DAY4EXCEL2012-6-2AQWA模块介绍受世亞太gs↓s-cHN.AQWA-L|NE:计算波浪力及结构的响应计算的水静力学程序用于3D绕射散射分析可以计算分析时考虑2阶波浪力)AQWA一FER:具有随机波的频域分析,还包括耦合缆索动力学分析功能。水动力学包括的非线性项线性化。如多个波浪状况一起计算的到统计结果。结构运动谱分析能力(波浪频率或是慢漂频率)随即波情况下悬链线张力分析AQWA一 LIBRIUM:包括停泊线的静动稳定性分析。定义平衡位置为AQWA,FER,DRFT,NAUT输出平衡位置,初步的停泊设计。可以输出结构平衡位置已经回覆力(矩)倾覆力(矩),特征值模态以及动态平衡分析,分析时候考虑风浪流联合作用。2012-6-21-8AQWA模块介绍受世亞太gs↓s-cHNAQWA一DRFT:具有随机波包括慢漂流的时域,还包括耦合缆索动力学,理论基础是二阶力,时域非线性。可以分析随机波的结构运动已经悬链线拉力的时域非线性程序AQWA-GS( GRAPHIC SUPERVISOR):图形用户界面,封装了1至5模块AQWA-WAVE:是 AQWA-LINE和ASAS间的联接程序。对于给定的波方向,周期和频率,它读取压力和运动形式的结果,并且自动地作为压力和加速度应用到 ASAS JANSYS有限元模型中2012-6-21-9典型AQWA模型受世亞太gs↓s-cHNMoored tankeSemi sub2012-6-21-10
- 2020-11-07下载
- 积分:1