CHAPTER 1
DYNAMIC ANALYSIS
Structural analysis is mainly concerned with finding out the behavior of a physical structure when subjected to force. This action can be in the form of load due to the weight of things such as people, furniture, wind, snow, and so on, or some other kind of excitation such as an earthquake, shaking of the ground due to a blast nearby, and so on. In essence all these loads are dynamic, including the self-weight of the structure because at some point in time these loads were not there. The distinction is made between the dynamic and the static analysis on the basis of whether the applied action has enough acceleration in comparison to the structureās natural frequency. If a load is applied sufficiently slowly, the inertia forces (Newtonās first law of motion) can be ignored and the analysis can be simplified as static analysis. Structural dynamics, therefore, is a type of structural analysis that covers the behavior of structures subjected to dynamic (actions having high acceleration) loading. Dynamic loads include people, wind, waves, traffic, earthquakes, and blasts. Any structure can be subjected to dynamic loading. Dynamic analysis can be used to find dynamic displacements, time history, and modal analysis.
A dynamic analysis is also related to the inertia forces developed by a structure when it is excited by means of dynamic loads applied suddenly (e.g., wind blasts, explosion, and earthquake).
Dynamic analysis for simple structures can be carried out manually, but for complex structures finite element analysis can be used to calculate the mode shapes and frequencies.
1.1 TUTORIAL 1: HARMONIC ANALYSIS OF STRUCTURE
In this tutorial, the harmonic analysis of a cantilever beam will be addressed. Harmonic analysis is used to determine the response of a structure to harmonically time-varying loads. This tutorial was created using ANSYS 7.0. The purpose of this tutorial is to explain the steps required to perform harmonic analysis on the cantilever beam shown as follows.
We will now conduct a harmonic forced response test by applying a cyclic load (harmonic) at the endof the beam. The frequency of the load will be varied from 1ā100 Hz. The following figure depicts the beam with the application of the load.
ANSYS provides three methods for conducting a harmonic analysis. These three methods are the Full, Reduced, and Modal Superposition methods. This example demonstrates the Full method because it is simple and easy to use as compared to the other two methods. However, this method makes use of the full stiffness and mass matrices and thus is the slower and costlier option.
1.1.1 STEP-BY-STEP ANSYS SOLUTION
1.1.1.1 Preprocessing: Defining the Problem
Student should be able to make simple cantilever model himself or otherwise use the following command list:
1.1.1.2 The Command Log File
/TITLE, Dynamic Analysis
/FILNAME,Dynamic,0 ! This sets the jobname to āDynamicā
/PREP7
K,1,0,0
K,2,1,0
L,1,2
ET,1,BEAM3
R,1,0.0001,8.33e-10,0.01
MP,EX,1,2.068e11
MP,PRXY,1,0.33
MP,DENS,1,7830
LESIZE,ALL,,,10
LMESH,1
FINISH
1.1.1.3 Solution: Assigning Loads and Solving
1. Define analysis type (Harmonic)
Solution > Analysis Type > New Analysis >
Harmonic ANTYPE,3
2. Set options for analysis type
Select Solution > Analysis Type > Analysis Options.
The following window will appear....