Structural Mechanics Flashcards

1
Q

Static structures?

A

Statically determinate structures (SDS)

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2
Q

Hyperstatic structures?

A

Statically indeterminate structures (SIS)

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3
Q

Mechanisms/ Hypostatic systems?

A

Statically deficient systems

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4
Q

Structural redundancy/ Indeterminancy number (α) ?

A

The number of extra unknowns in relation to a statically determinate system

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5
Q

Redundancy formula?

A

External (de) + internal (ai) redundancy

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6
Q

How do hinges affect redundancy?

A

-1 redundancy for each internal hinge because it adds an equation

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7
Q

What redundancy do local mechanisms have?

A

Local mechanisms can appear >_ 0 total redundancy

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8
Q

How do cells affect redundancy?

A

+3* number of cells to redundancy

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9
Q

How do bars in trusses that connect to existing nodes effect redundancy?

A

In a truss add redundancy for each extra bar connecting two existing nodes in a truss minus the number of internal hinges

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10
Q

What external work equal to graphically?

A

The external forces undertake an external work equal to the area under the force - displacement curve up to the value of the force applied and the displacement produced

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11
Q

Strain energy?

A

The energy stories in a structure through elastic deformation

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12
Q

What type of energy is external work undertaken by the external loads stored as?

A

Strain energy

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13
Q

d1(U)=Δd(W)

A

Virtual internal forces* real deformations = virtual external forces* real displacements

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14
Q

How to work out displacements for trusses?

A

Sum of all virtual axis forces (N) x Real strains (ε) = 1* real displacement

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15
Q

How to work out displacements for beams and frames?

A

Sum of all virtual bending moments (M) * Real curvatures(k) = 1 x real displacement

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16
Q

Structure (SIS) = +*_

A

Structure (SIS) = Case 0 (SDS) + X1 (unknown) * Case 1 (SDS)

17
Q

Flexibility method of statically indeterminate structures ( removing supports)?

A
  • Obtain the redundancy
  • Identify α supports that can be removed maintaining equilibrium
  • Replace the supports by the unknown reactions
  • Decompound the initial structure in α+1 load cases. Apply the external loads in Case 0, and the reactions equal to 1 times the unknowns for the other α cases
  • Obtain the vertical displacements at the supports that have been removed (using the unit load method, with unit loads equal to the load cases 1 to α, and applying superposition)
  • Impose the compatibility equation displacement = 0 at each removed support and obtain the unkowns
18
Q

Flexibility method for statically indeterminate structures (adding hinges)?

A
  • Obtain the redundancy
  • Identify α hinges that can be added maintaining equilibrium
  • Replace each continuous section by a hinge and the corresponding unknown bending moment (couple of moments)
  • Decompound the initial structure in α+1 load cases. Apply the external loads in case 0, an a couple of unityoments times the unknowns for the other α cases
  • Obtain the angular dislocations at the hinges (using the unit load method, with unit loads equal to the load cases 1 to α, and applying superposition)
  • Impose the compatibility equation dislocation=0 at each added hinge , and obtain unkowns
19
Q

F1= Σ ((N0 L)/(EA) + ΔL0) N1

A

N0= axial forces in case 0 (real)
EA= youngs modulus*area
L= length of beam
ΔL = change in length
N1= axial force in case 1
F1= unknown force

20
Q

F2= Σ ((N1)^2* L)/EA

A

E= Young’s modulus
A= area
N1= Axial force of case 1
L= length of beam

21
Q

F1 + F2 * X1 = 0

A

X1= unknown force

22
Q

What is the product integral of two rectangles?

A

Lab

Length* height of one rectangle * height of second rectangle

23
Q

What is the product integral of a triangle and rectangle?

A

1/2 * L * a * b

L= length
a= height of triangle
b= height of rectangle

24
Q

What is the product integral of two triangles?

A

1/3 * L * a * b

L= length
a= height of triangle one
b= height of triangle two

25
Q

What is the product integral of two triangles in opposite directions?

A

1/6 L a b

Length * height of one triangle * height of two triangle

26
Q

What is the product integral of a not right angled triangle and a right angle triangle ?

A

1/4 Lab

L= length
a= height of one triangle
b= height of second triangle

27
Q

What is the product integral of a rectangle and semi circle?

A

2/3 Lab

Length* height of rectangle * radius