structural: chapter 1: overview of structural analyses

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  • 8/14/2019 STRUCTURAL: Chapter 1: Overview of Structural Analyses

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    Chapter 1: Overview of Structural Analyses

    Go to the Next Chapter

    Go to the Table of Contents for This Manual

    Go to the Guides Master Index

    Chapter 1 * Chapter 2 * Chapter 3 * Chapter 4 * Chapter 5 * Chapter 6 * Chapter 7 * Chapter 8 * Chapter 9

    * Chapter 10 * Chapter 11 * Chapter 12 * Chapter 13 * Chapter 14

    1.1 Definition of Structural Analysis

    Structural analysis is probably the most common application of the finite element method. The term

    structural (or structure) implies not only civil engineering structures such as bridges and buildings, but also

    naval, aeronautical, and mechanical structures such as ship hulls, aircraft bodies, and machine housings, as

    well as mechanical components such as pistons, machine parts, and tools.

    1.2 Types of Structural Analysis

    The seven types of structural analyses available in the ANSYS family of products are explained below. The

    primary unknowns (nodal degrees of freedom) calculated in a structural analysis are displacements. Other

    quantities, such as strains, stresses, and reaction forces, are then derived from the nodal displacements.

    Structural analyses are available in the ANSYS/Multiphysics, ANSYS/Mechanical, ANSYS/Structural, and

    ANSYS/LinearPlus programs only.

    You can perform the following types of structural analyses:

    Static Analysis-Used to determine displacements, stresses, etc. under static loading conditions. Both linear

    and nonlinear static analyses. Nonlinearities can include plasticity, stress stiffening, large deflection, large

    strain, hyperelasticity, contact surfaces, and creep. Chapter 2 describes static analyses, and Chapter 8

    describes nonlinearities.

    Modal Analysis-Used to calculate the natural frequencies and mode shapes of a structure. Different mode

    extraction methods are available. Chapter 3 describes modal analysis.

    Harmonic Analysis-Used to determine the response of a structure to harmonically time-varying loads.

    Chapter 4 describes harmonic analysis.

    Transient Dynamic Analysis-Used to determine the response of a structure to arbitrarily time-varying loads.

    All nonlinearities mentioned under Static Analysis above are allowed. Chapter 5 describes transient dynamic

    analysis.

    Spectrum Analysis-An extension of the modal analysis, used to calculate stresses and strains due to a

    response spectrum or a PSD input (random vibrations). Chapter 6 describes spectrum analysis.

    Buckling Analysis-Used to calculate the buckling loads and determine the buckling mode shape. Both linear

    UCTURAL: Chapter 1: Overview of Structural Analyses (UP19980818) http://uic.edu/depts/accc/software/ansys/html/guide_55/g-str/GST

    3/17/2009

  • 8/14/2019 STRUCTURAL: Chapter 1: Overview of Structural Analyses

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    (eigenvalue) buckling and nonlinear buckling analyses are possible, and are described in Chapter 7.

    Explicit Dynamics Analysis-ANSYS provides an interface to the LS-DYNA explicit finite element program

    and is used to calculate fast solutions for large deformation dynamics and complex contact problems. Chapter

    14 describes explicit dynamics analysis.

    In addition to the above analysis types, several special-purpose features are available:

    Fracture mechanics (Chapter 10)Composites (Chapter 11)

    Fatigue (Chapter 12)

    p-Method (Chapter 13)

    1.3 Elements Used in Structural Analyses

    Most ANSYS element types are structural elements, ranging from simple spars and beams to more complex

    layered shells and large strain solids. Most types of structural analyses can use any of these elements.

    Note-Explicit dynamics analysis can use only the explicit dynamics elements (LINK160, BEAM161,SHELL163, SOLID164, COMBI165, MASS166, and LINK167).

    Table 1-1 Structural element types

    CategoryShape orCharacteristic

    Element Name(s)

    SparsGeneral

    Bilinear (Cable)

    LINK1, LINK8

    LINK10

    Beams

    General

    Tapered

    Plastic

    Shear Deformable

    Elasto-Plastic

    BEAM3, BEAM4

    BEAM54, BEAM44BEAM23, BEAM24

    BEAM188, BEAM189

    Pipes

    General

    Immersed

    Plastic

    PIPE16, PIPE17, PIPE18

    PIPE59

    PIPE20, PIPE60

    2-D Solids

    Quadrilateral

    Triangle

    Hyperelastic

    Viscoelastic

    Large StrainHarmonic

    p-Element

    PLANE42, PLANE82, PLANE182

    PLANE2

    HYPER84, HYPER56, HYPER74

    VISCO88

    VISCO106, VISCO108PLANE83, PLANE25

    PLANE145, PLANE146

    3-D Solids

    Brick

    Tetrahedron

    Layered

    Anisotropic

    Hyperelastic

    Viscoelastic

    Large Strain

    SOLID45, SOLID95, SOLID73, SOLID185

    SOLID92, SOLID72

    SOLID46

    SOLID64, SOLID65

    HYPER86, HYPER58, HYPER158

    VISCO89

    VISCO107

    UCTURAL: Chapter 1: Overview of Structural Analyses (UP19980818) http://uic.edu/depts/accc/software/ansys/html/guide_55/g-str/GST

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    p-Element SOLID147, SOLID148

    Shells

    Quadrilateral

    Axisymmetric

    Layered

    Shear Panel

    p-Element

    SHELL93, SHELL63, SHELL41, SHELL43, SHELL181

    SHELL51, SHELL61

    SHELL91, SHELL99

    SHELL28

    SHELL150

    Contact

    Point-to-Surface

    Point-to-PointRigid Surface

    CONTAC48, CONTAC49

    CONTAC12, CONTAC52CONTAC26

    Coupled-Field

    Acoustic

    Piezoelectric

    Thermal-Stress

    Magnetic-Structural

    Fluid-Structural

    FLUID29, FLUID30, FLUID129, FLUID130, INFIN110, INFIN111

    PLANE13, SOLID5, SOLID98

    PLANE13, SOLID5, SOLID98

    PLANE13, SOLID5, SOLID62, SOLID98

    FLUID38, FLUID79, FLUID80, FLUID81

    Specialty

    Spring

    Mass

    Control ElementSurface Effect

    Pin Joint

    Linear Actuator

    Matrix

    COMBIN14, COMBIN40, COMBIN39

    MASS21

    COMBIN37SURF19, SURF22, SURF153, SURF154

    COMBIN7

    LINK11

    MATRIX27, MATRIX50

    Explicit Dynamics

    Spar

    Beam

    Shell

    Solid

    Spring-Damper

    Mass

    Cable

    LINK160

    BEAM161

    SHELL163

    SOLID164

    COMBI165

    MASS166

    LINK167

    1.4 Types of Solution Methods

    Two solution methods are available for solving structural problems in the ANSYS family of products: the

    h-method and the p-method. The h-method can be used for any type of analysis, but the p-method can be

    used only for linear structural static analyses. Depending on the problem to be solved, the h-method usually

    requires a finer mesh than the p-method. The p-method provides an excellent way to solve a problem to a

    desired level of accuracy while using a coarse mesh. In general, the discussions in this manual focus on the

    procedures required for the h-method of solution. Chapter 13 discusses procedures specific to the p-method.

    Go to the beginning of this chapter

    UCTURAL: Chapter 1: Overview of Structural Analyses (UP19980818) http://uic.edu/depts/accc/software/ansys/html/guide_55/g-str/GST

    3/17/2009