Answers:
d)
An explicit dynamic analysis is computationally efficient for the analysis of large models with relatively short dynamic response times and for the analysis of extremely discontinuous events or processes and it allows for the definition of very general contact conditions. It uses a consistent, large-deformation theory—models can undergo large rotations and large deformation. It can use a geometrically linear deformation theory—strains and rotations are assumed to be small. It be used to perform an adiabatic stress analysis if inelastic dissipation is expected to generate heat in the material. It be used to perform quasi-static analyses with complicated contact conditions and allows for either automatic or fixed time incrementation to be used—by default, Abaqus/Explicit uses automatic time incrementation with the global time estimator.
The explicit dynamics procedure is ideally suited for analyzing high-speed dynamic events, but many of the advantages of the explicit procedure also apply to the analysis of slower (quasi-static) processes. A good example is sheet metal forming, where contact dominates the solution and local instabilities may form due to wrinkling of the sheet.
Explicit dynamics computationally attractive for problems where the total dynamic response time that must be modeled is only a few orders of magnitude longer than the stability limit. For example, wave propagation studies or some “event and response” applications.
e) Adaptive meshing:
In many nonlinear simulations the material in the structure or process undergoes very huge deformations. These deformations distort the finite element mesh, often to the point where the mesh is unable to provide accurate results – or the analysis terminates for numerical reasons. In such simulations, it is essential to use adaptive meshing tools to intermittently minimize the distortion in the mesh. Adaptive mesh domains define the regions of the model where the mesh can move independently of material deformation.
The primary characteristics of the adaptive meshing capability are:
FEA d) Provide an example of when you would use the explicit dynamics analysis system. e)...
d) Provide an example of when you would use the explicit dynamics analysis system. e) Describe adaptive meshing.
d) Provide an example of when you would use the explicit dynamics analysis system. e) Describe adaptive meshing.
FEA d) Provide an example of when you would use the explicit dynamics analysis system.
FEA d) Provide an example of when you would use the explicit dynamics analysis system.
b) List the four material properties needed to perform analysis using a bilinear material c) Describe the boundary conditions needed to impose a symmetry plane when using shell elements. d) Provide an example of when you would use the explicit dynamics analysis system. Describe adaptive meshing.
FEA ( finite element analysis ) d) Describe the difference between geometric nonlinearities and material nonlinearities. besede large do lacement Targe decoration Grobnion) Straw & plastic دل به جریان when there is inelastic bohano e) Describe how to include the self-weight of a structure when performing a finite element analysis. need
FEA ( finite element analysis ) c) Describe the boundary conditions needed to impose a symmetry plane when using beam elements. d) How do you know when to turn on "Large Deflection? e) Describe the difference between mesh convergence and force convergence. force converge
FEA 1. Answer True or False below. (2 points each) When performing a nonlinear FE analysis, pressure is considered a “follower force.” Once an element aspect ratio exceeds 1, the larger the aspect ratio, the better the element performs. Eigenvalue buckling provides a good estimate of the Euler critical buckling load. It is important to include the Bauschinger effect in your FE model when simulating problems that experience large strain. Buckling can be considered as the inverse of stress stiffening....
Provide a specific example when you would use a cross-tab query. Also, why would a cross-tab query be beneficial within the example that you provide?
I need help with this Dynamics II electrical system analysis. Please provide detailed explanation and show work. Thank you. 3. Find the transfer function E, (s)/E, (s) of the circuit below using impedance methods Find expressions for the natural frequency a, and the damping ratio ζ . ei(t) For L-0.2H, 2 mF RI 10 ohms, R2 20 ohms, use MATLAB to calculatew, and ζ and then also plot the unit step response of the system. Apply the final value theorem...