Page 24 - Using ANSYS for Finite Element Analysis A Tutorial for Engineers
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IntroductIon to FInIte element AnAlysIs   •   11
                      1.1.6.5  spectrum analysis


                      Spectrum analysis is one in which the results of a modal analysis are used
                      with  a  known spectrum  to  calculate  displacements  and  stresses in  the
                      model. It is mainly used in place of a time history analysis to determine
                      the response of structures to random or time-dependent loading condi-
                      tions such as earthquakes, wind loads, ocean wave loads, jet engine thrust,
                      rocket motor vibrations, and so on.


                      1.1.6.6  Buckling analysis

                      Buckling analysis is a technique used to determine buckling loads,
                        critical loads at which a structure becomes unstable, and buckled
                      mode shapes—the characteristic shape associated with a structure’s
                      buckled response.



                      1.1.6.7  nonlinear analysis

                      If a  structure  experiences  large  deformations,  its  changing  geometric
                      configuration can cause the structure to respond nonlinearly.
                          Nonlinear stress–strain relationships  are a common cause of non-
                      linear structural behavior.
                          Many  factors  can  influence  a  material’s  stress–strain  properties,
                      including load history (as in elastoplastic response), environmental condi-
                      tions (such as temperature), and the amount of time that a load is applied
                      (as in creep response).



                      1.1.6.8  contact Problems

                      Contact problems are highly nonlinear and require significant computer
                      resources to solve. It is important that you understand the physics of
                      the problem and take the time to set up your model to run as efficiently
                      as possible.
                          Contact problems present two significant difficulties. First, you gen-
                      erally do not know the regions of contact until you have run the problem.
                      Depending on the loads, material, boundary conditions, and other factors,
                      surfaces can come into and go out of contact with each other in a largely
                      unpredictable and abrupt manner. Second, most contact problems need to
                      account for friction. There are several friction laws and models to choose
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