structural: chapter 1: overview of structural analyses
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Chapter 1: Overview of Structural Analyses
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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
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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
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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.
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