Modeling of the NREL 5-MW wind turbine blades

Discuss theory and modeling of wind-turbine structures.

Moderator: Bonnie.Jonkman

Mohsen.Motlagh
Posts: 5
Joined: Thu Nov 28, 2019 2:12 am
Organization: self
Location: Iran

Modeling of the NREL 5-MW wind turbine blades

Postby Mohsen.Motlagh » Sun Dec 08, 2019 10:29 am

Hi,
I am modeling the NREL 5-MW wind turbine in Abaqus/CAE. The blades are generated using the properties of different sections of the airfoils that were considered the same as ref. [1]. Table 2-1 in ref. [1] lists the distributed blade structural properties of the NREL offshore 5-MW baseline wind turbine. The stiffness and orientation of the principal elastic axes can vary for different cross-sections along the length of a blade, depending on the blade geometry.
For the blade properties, 49 stations along the span of the blades were considered. A generalized section is used for different elements of each blade. The properties of this generalized section consisted of the area (A), the moment of inertia along two axes (I11, I22), and polar moment of inertia (J). The material used for blades has an elastic modulus of 13.1 GPa, and shear modulus of 8 GPa according to ref. [2]. The mass of blades is given as longitudinal mass in line with the blade elements.
The strong axis of the blades is oriented at the edgewise direction of the blades. The flapwise and edgewise section stiffness and inertia values, are given about the principal structural axes of each cross-section as oriented by the structural-twist angle (StrcTwst) [1]. Each of the 49 elements of each blade is given a change of angle based on the value of StrcTwst. In fact, elements twist along the blade span from 13.308° at the blade root to 0° at the blade tip.
The Abaqus program handling the structural simulation requires following parameters for a generalized section:
A, I11, I12, I22, J.
To my understanding, the required values from the reference are calculated as follows.
A = EAStff / E
I11 = FlpStff / E
I12 = Null*
I22 = EdgStff / E
J = GJStff / G
Density = BMassDen / Area
* According to “Moments of Inertia” rules, the value of I12 must satisfy the inequality –(I11+I22)/2 < I12 <= (I11+I22)/2.
where A is area (m^2), E is elastic modulus (Pa), I11 is the area moment of inertia for the flapwise (m^4), I12 is the area moment of inertia with respect to flapwise and edgewise (m^4), I22 is the area moment of inertia for the edgewise (m^4), J is polar moment of inertia (m^4), Density is the density of each element (kg/m^3).
It seems that the definition of two equations, FlpStff and EdgStff, has been mistaken in ref. [3]. So both formulas have the same x^2 expressions.
FlpStff = ∫∫ E(x, y) x^2 dxdy
EdgStff = ∫∫ E(x, y) x^2 dxdy
where E(x,y) is the modulus of elasticity in N/m^2, and x and y are the flapwise and edgewise distances in meters from the blade section elastic center to the differential area element, respectively.
Nevertheless, it seems that the FlpStff is the bending stiffness about the principal elastic x-axis, and the EdgStff is the bending stiffness about the principal elastic y-axis. According to this definition, values FlpStff and EdgStff are calculated as follows:
FlpStff = ∫∫ E(x, y) y^2 dxdy
EdgStff = ∫∫ E(x, y) x^2 dxdy
where x and y are the edgewise and flapwise distances in meters from the blade section elastic center to the differential area element, respectively.

Is my interpretation of wind turbine blade modeling correct? If my interpretation is correct, do the parameters displayed in Table 2-1 in ref. [1] need to be modified?
Regards,

Jason.Jonkman
Posts: 4539
Joined: Thu Nov 03, 2005 4:38 pm
Location: Boulder, CO
Contact:

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Jason.Jonkman » Tue Dec 10, 2019 10:55 am

Dear Mohsen,

You haven't stated what Ref. [1], [2], or [3] are. I'm assuming [1] is the NREL 5-MW baseline wind turbine specifications report: https://www.nrel.gov/docs/fy09osti/38060.pdf and I'm assuming [3] is the FAST v7 User's Guide: https://nwtc.nrel.gov/system/files/FAST.pdf. I'm not sure what [2] is, so, I can't confirm E or G.

I agree that there is a typo in [3], but I disagree with your interpretation. The correct equations are:
FlpStff = ∫∫ E(x, y) x^2 dxdy
EdgStff = ∫∫ E(x, y) y^2 dxdy
where x and y are the flapwise and edgewise distances in meters from the blade section elastic center to the differential area element, respectively.

The values in Table 2-1 are correct.

Best regards,
Jason Jonkman, Ph.D.
Senior Engineer | National Wind Technology Center (NWTC)

National Renewable Energy Laboratory (NREL)
15013 Denver West Parkway | Golden, CO 80401
+1 (303) 384 – 7026 | Fax: +1 (303) 384 – 6901
nwtc.nrel.gov

Mohsen.Motlagh
Posts: 5
Joined: Thu Nov 28, 2019 2:12 am
Organization: self
Location: Iran

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Mohsen.Motlagh » Fri Dec 13, 2019 2:21 am

Dear Jason,
First, I apologize for forgetting to write the references. Ref. [2] was written by Asareh et al. Also, Asareh and Prowell [4] have written "Seismic Loading for FAST" Report. As you know, this approach allows consideration of the seismic load source within the FAST code.
In the following, the relationships I wrote are based on the assumption of Fig. 1 that represents the wind turbine blade components. As can be seen, the axis x is assumed to be horizontal, and the axis y is vertical (by default). According to this figure, the second moments area of flapwise and edgewise are used around axes x and y, respectively. If we take these assumptions, according to chapter 10 of ref. [5] and ref. [6], values FlpStff and EdgStff are calculated as follows:
FlpStff = ∫∫ E(x, y) y^2 dxdy
EdgStff = ∫∫ E(x, y) x^2 dxdy
Aren't your hypothetical axes in line with Fig. 1?
Sincerely,

Image
Fig. 1: Wind turbine blade components

References
[1] Jonkman J, Butterfield S, Musial W, Scott G. Definition of a 5-MW reference wind turbine for offshore system development. National Renewable Energy Lab.(NREL), Golden, CO (United States); 2009 Feb 1 (available from here: http://www.nrel.gov/docs/fy09osti/38060.pdf).
[2] Asareh MA, Schonberg W, Volz J. Fragility analysis of a 5-MW NREL wind turbine considering aero-elastic and seismic interaction using finite element method. Finite Elements in Analysis and Design. 2016 Nov 1;120:57-67. doi:10.1016/j.finel.2016.06.006.
[3] Jonkman JM, Buhl Jr ML. FAST user’s guide. National Renewable Energy Laboratory, Golden, CO, Technical Report No. NREL/EL-500-38230. 2005 Aug (available from here: https://nwtc.nrel.gov/system/files/FAST.pdf).
[4] Asareh MA, Prowell I. Seismic loading for FAST. No. NREL/SR-5000-53872, National Renewable Energy Laboratory, Golden, CO. 2011 Aug (available from here: https://www.nrel.gov/docs/fy12osti/53872.pdf).
[5] Hibbeler RC. Engineering mechanics: statics. 12th ed, 2010.
[6] https://en.wikipedia.org/wiki/Second_moment_of_area.

Jason.Jonkman
Posts: 4539
Joined: Thu Nov 03, 2005 4:38 pm
Location: Boulder, CO
Contact:

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Jason.Jonkman » Fri Dec 13, 2019 7:03 am

Dear Moshen.Motlagh,

The x and y axis are not shown correctly in your Figure (that you sent me via e-mail). Instead, in ElastoDyn, the local x-axis of the blade coordinate system is directed towards the suction side of the airfoil and y is directed towards the trailing edge. This is seen in the old FAST v7 User's Guide: https://nwtc.nrel.gov/system/files/FAST.pdf. I confirm my original expressions for FlpStff and EdgStff.

Best regards,
Jason Jonkman, Ph.D.
Senior Engineer | National Wind Technology Center (NWTC)

National Renewable Energy Laboratory (NREL)
15013 Denver West Parkway | Golden, CO 80401
+1 (303) 384 – 7026 | Fax: +1 (303) 384 – 6901
nwtc.nrel.gov

Mohsen.Motlagh
Posts: 5
Joined: Thu Nov 28, 2019 2:12 am
Organization: self
Location: Iran

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Mohsen.Motlagh » Mon Dec 16, 2019 12:41 pm

Dear Jason,
Thank you for the clarification regarding the blade coordinate system. It has resolved my confusion.
Next, I have a question about the modeling issue I raised in the first post. As you can see, I considered E and G according to the ref. [2] to constant values and calculated the rest of the parameters for each of the 49 pieces of blades.
Could you please confirm this method? Do you recommend a better method for FE modeling of wind turbine blades?
Sincerely,
Last edited by Mohsen.Motlagh on Tue Dec 17, 2019 1:21 am, edited 2 times in total.

Jason.Jonkman
Posts: 4539
Joined: Thu Nov 03, 2005 4:38 pm
Location: Boulder, CO
Contact:

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Jason.Jonkman » Mon Dec 16, 2019 2:13 pm

Dear Mohsen,

I don't think I can comment on that. I would say that as long as the beam properties are equivalent, than you can partition out E, G, etc. as you want. In general, your equations assume that the beam sections are isotropic i.e., E and G are constant throughout the blade. However, this is likely not the case in the real blade.

Best regards,
Jason Jonkman, Ph.D.
Senior Engineer | National Wind Technology Center (NWTC)

National Renewable Energy Laboratory (NREL)
15013 Denver West Parkway | Golden, CO 80401
+1 (303) 384 – 7026 | Fax: +1 (303) 384 – 6901
nwtc.nrel.gov

Mohsen.Motlagh
Posts: 5
Joined: Thu Nov 28, 2019 2:12 am
Organization: self
Location: Iran

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Mohsen.Motlagh » Fri Feb 07, 2020 8:54 am

Dear Jason,
Following the modeling of the NREL 5-MW wind turbine in Abaqus software and finding the natural frequencies and mode shapes of it, I considered its lumped mass in the Nacelle (CM)_x, Nacelle (CM)_y position. The coordinate axis at the center of the base of the turbine tower is assumed. The x component along the wind and the y component towards the top of the tower were considered positive. The following values were used according to ref. [1],
Nacelle (CM)_x = NacCMxn = 1.9 m
Nacelle (CM)_y = TowerHt + NacCMzn = 87.6 + 1.75 = 89.35 m
According to ref. [2], the nacelle inertia about the yaw axis was taken to be 2,607,890 kg.m^2. It is equivalent to the DOWEC turbine’s nacelle inertia about its nacelle CM, but translated to the yaw axis using the parallel-axis theorem with the nacelle mass and downwind distance to the nacelle CM.
Fig. 16 of ref. [1] shows the NcIMUxn and NcIMUzn parameters. Using these parameters, Nacelle (IMU)_x and Nacelle (IMU)_y values were obtained as follows, respectively. NcIMUxn and NcIMUzn parameters are obtained from Appendix A (FAST input files) of ref. [2].
Nacelle (IMU)_x = NcIMUxn = 3.09528 m
Nacelle (IMU)_y = TowerHt + NcIMUzn = 87.6 + 2.23336 = 89.83336 m
According to the above description, is it correct to consider the coordinates of Nacelle (IMU)_x and Nacelle (IMU)_y for nacelle inertia? Or just put it in the center of the yaw axis and at the height of Nacelle (IMU)_y?
Sincerely,

References
[1] Jonkman JM, Buhl Jr ML. FAST user’s guide. National Renewable Energy Laboratory, Golden, CO, Technical Report No. NREL/EL-500-38230. 2005 Aug (available from here: https://nwtc.nrel.gov/system/files/FAST.pdf).
[2] Jonkman J, Butterfield S, Musial W, Scott G. Definition of a 5-MW reference wind turbine for offshore system development. National Renewable Energy Lab.(NREL), Golden, CO (United States); 2009 Feb 1 (available from here: http://www.nrel.gov/docs/fy09osti/38060.pdf).

Jason.Jonkman
Posts: 4539
Joined: Thu Nov 03, 2005 4:38 pm
Location: Boulder, CO
Contact:

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Jason.Jonkman » Sat Feb 08, 2020 4:25 am

Dear Mohsen,

Actually NcIMUxn = -3.09528 m (note the negative sign).

I'm not sure I understand your question, but just to clarify, the nacelle IMU of the NREL 5-MW baseline turbine is located at the main bearing, not the nacelle CM.

Best regards,
Jason Jonkman, Ph.D.
Senior Engineer | National Wind Technology Center (NWTC)

National Renewable Energy Laboratory (NREL)
15013 Denver West Parkway | Golden, CO 80401
+1 (303) 384 – 7026 | Fax: +1 (303) 384 – 6901
nwtc.nrel.gov

Mohsen.Motlagh
Posts: 5
Joined: Thu Nov 28, 2019 2:12 am
Organization: self
Location: Iran

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Mohsen.Motlagh » Sat Feb 22, 2020 1:48 am

Dear Jason,
Thank you very much for your reply. Based on your tips, I made the wind turbine FEM. I obtained the full-system natural frequencies by Abaqus/CAE. I compared them with both the FAST model and the ADAMS model, according to Table 9-1 of ref. [1]. The agreement between the results of the FEM with FAST and ADAMS results was very good. However, my model reports the 1.0236 Hz for 1st Drivetrain Torsion frequency, which is very different from the values of the two models mentioned. Do you propose a specific solution for turbine modeling so that this frequency is also well adapted to the NREL 5-MW baseline wind turbine?
Are the values of the structural twist “StrcTwst” in the values FlpStff, EdgStff, and GJStff of Table 2-1 ref. [1] considered? Or do I have to rotate all (49) parts of blades in the FEM?
Best regards,

References
[1] Jonkman J, Butterfield S, Musial W, Scott G. Definition of a 5-MW reference wind turbine for offshore system development. National Renewable Energy Lab.(NREL), Golden, CO (United States); 2009 Feb 1 (available from here: http://www.nrel.gov/docs/fy09osti/38060.pdf).

Jason.Jonkman
Posts: 4539
Joined: Thu Nov 03, 2005 4:38 pm
Location: Boulder, CO
Contact:

Re: Modeling of the NREL 5-MW wind turbine blades

Postby Jason.Jonkman » Sat Feb 22, 2020 12:16 pm

Dear Mohsen,

I don't know why your drivetrain torsion frequency differs, but certainly this frequency depends on the boundary conditions applied. Table 9-1 from [1] reports a fixed-free boundary condition because the generator is locked by a brake. A free-free boundary condition will result in a higher natural frequency (but I would expect higher than 1.02 Hz).

I'm not sure I understand your question regarding the structural twist (StrcTwst) and the blade stiffness values, but the blade stiffness values are about the principle axes of bending, which are rotated by the structural twist.

Best regards,
Jason Jonkman, Ph.D.
Senior Engineer | National Wind Technology Center (NWTC)

National Renewable Energy Laboratory (NREL)
15013 Denver West Parkway | Golden, CO 80401
+1 (303) 384 – 7026 | Fax: +1 (303) 384 – 6901
nwtc.nrel.gov


Return to “Structural Analysis”

Who is online

Users browsing this forum: No registered users and 1 guest