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Linear Static
Natural Frequency
Buckling
Frequency Response
Response Spectrum
Transient Dynamic
Heat Transfer
Nonlinear Structural

Linear Static Analysis: Calculates displacements and stresses due to constant loads. Unlimited problem size and extremely fast solution speeds.
 
Natural Frequency and Mode shapes: Calculates natural frequencies and associated mode shapes. useful to find resonance and also to find transient response. Automatic calculation of rigid body modes, Sturm sequence check and stress stiffening.
 
Linear Buckling: Estimates critical loads at which model becomes unstable. Supports stress stiffening.
 
Frequency Response: Calculates steady state (harmonic) response due to external sinusoidal loads. Both magnitude and phase of external loads can be functions of frequency. Accepts Rayleigh, Overall structural and Modal  dampings. Damping factor, structural damping or quality factor can be specified as functions of frequency.
 
Response Spectrum analysis finds the response of a structure due to external loading such as earthquakes, wind loads etc.,
 
Transient Dynamic: Calculates transient response due to dynamic loads. Supports both Direct Time Integration and Mode Superposition methods. Accepts Rayleigh, Modal and Viscous dampings.
 
Heat Transfer: Supports both linear and nonlinear  steady state and transient heat transfer analyses. Radiation, Phase change, temperature dependent properties are some types of nonlinearities.
 
Nonlinear Structural: Supports Large deflections, Nonlinear materials and Contact (including surface to surface contact) conditions. Regular and Modified Newton Raphson, Updated and Total Lagrangian, Large rotations, Line search option and Automatic time stepping.  Corotational formulation of Beam element allows extremely large rotations. An initially straight cantilever beam was deformed into a complete circle in just four time steps.
 
Thermal Stress Analysis: Automatic transfer of temperature results from a heat transfer analysis to structural analysis. Hence no special command is required to consider temperature effects in a structural analysis.


 

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