Finite-Element Analysis

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Questions

Question 1

What is the fundamental process of Finite-Element Analysis (FEA) when applied to a continuous elastic structure?

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Question 2

In the context of FEA, what are the fundamental governing entities of an element where it connects to other elements and where boundary conditions are assigned?

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Question 3

What are the two primary categories of errors that are considered inevitable in the finite-element method?

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Question 4

What is the primary cause of discretization errors in a finite-element model?

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Question 5

A linear truss element can be modeled as a simple linear spring. If the element has a cross-sectional area A, a length l, and an elastic modulus E, what is its spring rate, k?

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Question 6

In an analysis of an aluminum step-shaft, a section labeled AB has a cross-sectional area of 0.100 square inches, a length of 10 inches, and an elastic modulus E of 10 Mpsi (10,000,000 psi). What is the calculated spring rate, k1, for this section?

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Question 7

In the two-element spring system from Example 19-1, a force of 1000 lbf is applied at node 2, and node 3 is assumed to move to a gap of 0.002 in. The system is solved using the matrix equation 1000 = 10^5 * [-1(0) + 2.25*u2 - 1.25(0.002)]. What is the resulting displacement of node 2 (uB)?

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Question 8

What is the term for the network of elements and nodes used to discretize a region in a finite element model?

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Question 9

In FEA, what is the intended outcome of performing mesh refinement in an area with high stress gradients?

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Question 10

Which method of mesh generation requires the user to first divide the structure into well-defined regions, after which computer algorithms automatically mesh those specific regions?

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Question 11

What is the primary function of a 'rigid element' in a finite-element model?

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Question 12

According to Saint-Venant’s principle as it applies to FEA, if an analyst is not concerned about stresses near points of load application, how can the load be applied?

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Question 13

Which type of FEA element from the element library is described as a 'Pin-ended bar in tension or compression'?

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Question 14

Which of the following FEA analyses must be performed first to provide the necessary input for a thermal stress analysis?

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Question 15

In a vibration analysis of a component, what information does a modal analysis provide?

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Question 16

In a finite element buckling analysis, the software typically returns a load multiplier. What does this load multiplier represent?

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Question 17

When comparing FEA models for a step shaft, a simple five-element beam model is created. Where are nodes required in such a model?

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Question 18

In a modal analysis of a step beam, a 20-element beam model resulted in a first natural frequency of 322 Hz, while a 56,384-element solid model gave a frequency of 316 Hz. What is the approximate percentage difference between these two results?

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Question 19

An FEA solid model of a step shaft under a bending load predicts a maximum tensile stress of 23.9 kpsi at a fillet. An analytical calculation for the same location yields a stress of 25.03 kpsi. What is the relationship between the FEA result and the analytical prediction?

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Question 20

What is the single most difficult part of accurately modeling a structure for a finite-element analysis?

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Question 21

According to Table 19-1, what is the primary application of an 8-node hexagonal (brick) element?

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Question 22

Which of the following element types does NOT support rotational degrees of freedom, meaning concentrated moments cannot be directly applied to its nodes?

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Question 23

What is the consequence of having an abrupt mesh transition in an FEA model?

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Question 24

If the model length and force units in an FEA gravity loading analysis are inches and lbf, what value should be supplied for the gravity constant, g?

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Question 25

Who is credited with first using the expression 'finite element' in the context of plane stress analysis?

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Question 26

For a thin plate with a central hole subjected to thermal loading, where do the maximum compressive stresses occur?

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Question 27

In the context of FEA, what does the term 'element library' refer to?

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Question 28

When is it appropriate to use a simple beam-element model for a shaft analysis instead of a full solid model?

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Question 29

In Example 19-1, what is the stress in section AB of the aluminum step-shaft, which has a cross-sectional area of 0.100 square inches and an internal tensile force of 555.6 lbf?

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Question 30

What type of analysis is used to predict the critical load for a thin-walled structure, such as the aluminum beverage can shown in Figure 19-10?

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Question 31

In the automeshing example of the thin-plate model, the first mesh with 294 elements yielded a maximum von Mises stress of 4110.4 psi. A refined mesh with 1008 elements yielded a stress of 4184.9 psi. What does this small percentage increase suggest?

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Question 32

What is the result of a modal analysis mode shape calculation?

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Question 33

To model a pure moment on elements that do not support rotational degrees of freedom, like brick elements, how must the load be applied?

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Question 34

What is the recommended modeling approach when analyzing a shaft where the bearings are known to be something between simply supported and fixed?

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Question 35

What are the three categories of elements listed in the text, based on their geometric shape?

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Question 36

For the simply supported step shaft model in Figure 19-8, how was the boundary condition at the left end modeled for the solid elements?

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Question 37

What is the primary characteristic of the strain within a three-node, plane stress, simplex triangular element?

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Question 38

In the thermal analysis of a steel plate with a coefficient of thermal expansion of 6.5 x 10^-6 per degree F, what was the maximum von Mises stress found when the plate was heated from 0 F to a non-uniform final temperature distribution?

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Question 39

What happens to the system matrix once each element within a structure is defined locally in matrix form?

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Question 40

What type of analysis follows a modal analysis in order to see how a component's modes behave to dynamic input?

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Question 41

For the two-element spring system in Figure 19-4, what is the entry in the global stiffness matrix that corresponds to the interaction between node 1 and node 2?

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Question 42

In the comparison of vibration analysis for a step beam, the second free-vibration mode had a frequency of 1296 Hz for the beam model and 1249 Hz for the solid model. What is the approximate percentage difference between these two models for the second mode?

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Question 43

What does a 'Gap' element from the special-purpose element library typically model?

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Question 44

In a manual mesh generation process, what is a key risk that requires care when editing the input text file?

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Question 45

What is the primary advantage of using a higher-order element, such as an eight-node quadrilateral, over a simple three-node triangle?

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Question 46

What is the method called that uses the mode shapes from a modal analysis together with modal superposition to find the response of a structure to dynamic loading?

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Question 47

When comparing FEA modeling techniques for a shaft, the solid model deflection at a certain point was found to be -0.00981 in, while a three-element beam model gave a deflection of -0.00938 in. What is the approximate percentage difference of the solid model result compared to the beam model?

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Question 48

Why must an analyst be careful when reviewing stress results in the immediate vicinity of a single-node load application point?

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Question 49

What type of element is described in Table 19-1 as being used for modeling 'Axial, torsional, and bending' loads, with or without load stiffening?

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Question 50

After a finite-element solution is complete, and all unknown displacement degrees of freedom are determined, what is the next step to find the strains and stresses?

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