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Design Verification Task - Tower for Onshore Wind Turbine

Brief

Brief: Design Verification Task


You are required to design a tower for an onshore wind turbine. Geometrical details for the tower as well as total mass of the nacelle and diameter of the blades are reported in table T1 for your group ID.


You are asked to produce a tentative design for the tower, providing a preliminary analysis of its structural integrity and safety. A complete guideline for a rigorous analysis is provided by BS EN IEC 61400-1:2019 “Wind energy generation systems. Design requirements”. Nevertheless, for the purpose of this initial stage a simplified approach (respect to what prescribe in the international and British Standard) for defining the loading scenario(s) can be adopted, and a reference wind speed of 30 m/s impacting the structure, with possible gusts in the range +/- 20% within 10 seconds can be also considered.

 

The geometry of the tower is free as well as the material(s) selection; however, the tower must:
? have a tapered geometry.
? be made of metallic material.
? have a considerate and realistic section and layout (e.g. access to the nacelle must be possible via an internal ladder; cables to transmit electrical power up and from the nacelle must be hosted internally, etc.)

 

Specification for the Design Verification:
? You need to verify the design of the structure using the finite element method and perform a series of numerical analyses using ABAQUS. The series of analyses taken into consideration must be justified and discussed, i.e. the relevance of considering/neglecting one of the analyses discussed during the unit must be justified.
? You must identify and discuss reasonable loading condition(s), making it clear the level of simplifications adopted; simplifications of the structure if and when appropriate must be discussed for each proposed analysis.
? A minimal analysis of the overall structural problem is expected. 

 

Requirements


The online submission is composed by two mandatory parts:


1. You will produce a report in the form of a PowerPoint (or equivalent) presentation (max 30 slides) including your design assumptions, analytical calculations (if any), details about finite element analyses performed, results, including a discussion and interpretation of those..


2. The “.inp” file that make it possible to reproduce the analyses mentioned in the presentation.

 

Marking Scheme


The following marking scheme will be applied:

 

Structure, clarity and layout of the presentation

 

10%

Analysis and discussion of the loading scenario(s)

 

15%

Documentation of the finite element analyses performed

 

20%

Structure and completeness of the FEA analyses

 

25%

Analyses verification

 

10%

Results presentation, discussion and interpretation

 

20%

 

Total

100 %

 

Table T1: data for the design of the wind tower

 

Group ID

Tower height

Rotor diameter

Nacelle mass

[m]

[m]

[ton]

1

70

70

42

2

54

46

19

3

83

91

69

4

61

56

27

5

50

41

15

6

86

96

76

7

75

78

52

8

87

98

80

9

79

84

59

10

82

89

66

11

55

48

20

12

74

76

49

13

76

79

53

14

73

74

47

15

67

65

36

16

56

49

21

17

72

73

45

18

58

52

24

19

62

57

28

20

59

53

25

21

78

82

57

22

80

86

62

23

69

68

40

24

77

81

55

25

85

90

68

26

84

93

72

27

85

95

75

28

60

55

27

29

81

88

65

30

90

103

87

 

You are required to design a tower for an onshore wind turbine according to the constraint specified in table T1 You are asked to produce a tentative design for the tower, providing a preliminary analysis of its structural integrity and safety. A complete guideline for a rigorous analysis is provided by BS EN IEC 61400-1:2019 “Wind energy generation systems. Design requirements”. 

 

The geometry of the tower is free as well as the material(s) selection; however, the tower must:
1) have a tapered geometry.
2) be made of metallic material.
3) have a considerate and realistic section and layout.

 

You need to verify the design of the structure using the finite element method and perform a series of numerical analyses using ABAQUS.


The series of analyses taken into consideration must be justified and discussed, i.e. the relevance of considering/neglecting one of the analyses discussed during the unit must be justified.


You must identify and discuss reasonable loading condition(s), making it clear the level of simplifications adopted; simplifications of the structure if and when appropriate must be discussed for each proposed analysis. A minimal analysis of the overall structural problem is expected. 

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