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Implementation of rectangular members in HD and SD #2646

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1e493da
HD: Start implementing rectangular strip-theory members in HydroDyn
luwang00 Nov 15, 2024
2e07a69
Merge branch 'dev'
luwang00 Dec 28, 2024
b3fe40a
HD: Continue working on rectangular members
luwang00 Jan 19, 2025
d64ee29
HD: Update Morison DirCos matrix to match SubDyn convention for recta…
luwang00 Jan 20, 2025
3dbb5a0
HD: Implemented marine growth loading and hydrostatic/buoyancy side l…
luwang00 Jan 20, 2025
cee0be8
HD: Implement endplate hydrostatic loads for rectangular members
luwang00 Jan 21, 2025
a63d480
HD: Bug fix for rectangular member endplate hydrostatic loads
luwang00 Jan 21, 2025
04b6cd0
HD: Start implementing hydrodynamic loads for rectangular members
luwang00 Jan 21, 2025
6bce62f
HD: Completed implementation of hydrodynamic side loads on rectangula…
luwang00 Jan 22, 2025
001252c
HD: Fix single-precision build
luwang00 Jan 22, 2025
0352a67
HD: Fix a bug with marine growth inertial loads at joints
luwang00 Jan 22, 2025
70990db
HD: Correct member ballast and marine growth inertia terms
luwang00 Jan 22, 2025
025905a
HD: Start reimplementing the internal ballast hydrostatic loads
luwang00 Jan 23, 2025
78854d9
HD: Reimplemented internal ballast hydrostatic side load
luwang00 Jan 24, 2025
3b4a163
HD: Reimplemented internal ballast hydrostatic loads
luwang00 Jan 29, 2025
f2ba63c
HD: Bug fix to avoid returning NaN when computing rectangular member …
luwang00 Jan 30, 2025
9ed453d
HD: Bug fixes to the updated implementation of internal ballast
luwang00 Jan 31, 2025
c249c7c
HD: Bug fix to new internal ballast hydrostatic load calculation
luwang00 Feb 1, 2025
66679fd
HD: Switched to consistent variable and input names between cylindric…
luwang00 Feb 3, 2025
6e5b4d2
HD: Update the summary file to support rectangular members
luwang00 Feb 6, 2025
8c8ecad
HD: Restrict FillDens to the external water density if the FillGroup …
luwang00 Feb 7, 2025
53f41ac
SD: Initial implementation of rectangular-section beams
luwang00 Feb 12, 2025
29b88e6
SD: Extend member spin angle input to all beam types, including circu…
luwang00 Feb 13, 2025
2621669
SD: Update summary file to better support beams with rectangular and …
luwang00 Feb 13, 2025
d6fc259
Merge branch 'dev' into f/RectangularMembers
luwang00 Feb 13, 2025
6cd72b4
SD: Updated variable names for beams with a circular section for unif…
luwang00 Feb 13, 2025
346d1de
SD: Update summary file again to support the various beam types
luwang00 Feb 13, 2025
9fc0f03
HD: If a member is flipped, we also need to flip the sign of the memb…
luwang00 Feb 18, 2025
7219853
SD: Improve the torsion constant and shear coefficient estimates for …
luwang00 Feb 18, 2025
95f531f
SD: Update NPropSets check for beams
luwang00 Feb 19, 2025
b5598a1
Update r-test pointer
luwang00 Feb 19, 2025
04d91ef
Update r-test pointer
luwang00 Feb 19, 2025
28804fe
openfast_io: Update openfast_io to support the new rectangular member…
luwang00 Feb 19, 2025
7fca82a
Update r-test pointer
luwang00 Feb 20, 2025
348a197
Docs: Corrected some typos in the SubDyn beam element stiffness matrix
luwang00 Feb 21, 2025
a8cc51c
Have SubDyn error out if spring member COSMID does not correspond to …
luwang00 Feb 25, 2025
ca3fb2d
SD: Add a check to make sure user-defined direction cosine matrices a…
luwang00 Feb 25, 2025
1d85af4
Merge branch 'dev' into f/RectangularMembers
luwang00 Feb 26, 2025
de8310d
Update r-test list and pointer
luwang00 Feb 27, 2025
6268aa8
Update r-test list
RBergua Feb 28, 2025
58813a6
Merge pull request #14 from RBergua/f/RectangularMembers
luwang00 Feb 28, 2025
632ac46
Update r-test pointer
luwang00 Feb 28, 2025
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16 changes: 8 additions & 8 deletions docs/source/user/subdyn/theory.rst
Original file line number Diff line number Diff line change
Expand Up @@ -389,17 +389,17 @@ element stiffness and consistent mass matrices can be written as follows
{\scriptstyle
[k_e]=
\begin{bmatrix}
\frac{12 E J_y} {L_e^3 \left( 1+ K_{sy} \right)} & 0 & 0 & 0 & \frac{6 E J_y}{L_e^2 \left( 1+ K_{sy} \right)} & 0 & -\frac{12 E J_y}{L_e^3 \left( 1+ K_{sy} \right)} & 0 & 0 & 0 & \frac{6 E J_y}{L_e^2 \left( 1+ K_{sy} \right)} & 0 \\
& \frac{12 E J_x}{L_e^3 \left( 1+ K_{sx} \right)} & 0 & -\frac{6 E J_x}{L_e^2 \left ( 1+ K_{sx} \right )} & 0 & 0 & 0 & -\frac{12 E J_x}{L_e^3 \left ( 1+ K_{sx} \right )} & 0 & -\frac{6 E J_x}{L_e^2 \left ( 1+ K_{sx} \right )} & 0 & 0 \\
\frac{12 E J_y} {L_e^3 \left( 1+ K_{sx} \right)} & 0 & 0 & 0 & \frac{6 E J_y}{L_e^2 \left( 1+ K_{sx} \right)} & 0 & -\frac{12 E J_y}{L_e^3 \left( 1+ K_{sx} \right)} & 0 & 0 & 0 & \frac{6 E J_y}{L_e^2 \left( 1+ K_{sx} \right)} & 0 \\
& \frac{12 E J_x}{L_e^3 \left( 1+ K_{sy} \right)} & 0 & -\frac{6 E J_x}{L_e^2 \left ( 1+ K_{sy} \right )} & 0 & 0 & 0 & -\frac{12 E J_x}{L_e^3 \left ( 1+ K_{sy} \right )} & 0 & -\frac{6 E J_x}{L_e^2 \left ( 1+ K_{sy} \right )} & 0 & 0 \\
& & \frac{E A_z}{L_e} & 0 & 0 & 0 & 0 & 0 & -\frac{E A_z}{L_e} & 0 & 0 & 0 \\
& & & \frac{\left(4 + K_{sx} \right) E J_x}{L_e \left ( 1+ K_{sx} \right )} & 0 & 0 & 0 & \frac{6 E J_x}{L_e^2 \left ( 1+ K_{sx} \right )} & 0 & \frac{\left( 2-K_{sx} \right) E J_x}{L_e \left ( 1+ K_{sx} \right )} & 0 & 0 \\
& & & & \frac{\left(4 + K_{sy} \right) E J_y}{L_e \left ( 1+ K_{sy} \right )} & 0 & -\frac{6 E J_y}{L_e^2 \left ( 1+ K_{sy} \right )} & 0 & 0 & 0 & \frac{\left( 2-K_{sy} \right) E J_y}{L_e \left ( 1+ K_{sy} \right )} & 0 \\
& & & \frac{\left(4 + K_{sy} \right) E J_x}{L_e \left ( 1+ K_{sy} \right )} & 0 & 0 & 0 & \frac{6 E J_x}{L_e^2 \left ( 1+ K_{sy} \right )} & 0 & \frac{\left( 2-K_{sy} \right) E J_x}{L_e \left ( 1+ K_{sy} \right )} & 0 & 0 \\
& & & & \frac{\left(4 + K_{sx} \right) E J_y}{L_e \left ( 1+ K_{sx} \right )} & 0 & -\frac{6 E J_y}{L_e^2 \left ( 1+ K_{sx} \right )} & 0 & 0 & 0 & \frac{\left( 2-K_{sx} \right) E J_y}{L_e \left ( 1+ K_{sx} \right )} & 0 \\
& & & & & \frac{G J_z}{L_e} & 0 & 0 & 0 & 0 & 0 & -\frac{G J_z}{L_e} \\
& & & & & & \frac{12 E J_y} {L_e^3 \left( 1+ K_{sy} \right)} & 0 & 0 & 0 & -\frac{6 E J_y}{L_e^2 \left ( 1+ K_{sy} \right )} & 0 \\
& & & & & & & \frac{12 E J_x}{L_e^3 \left( 1+ K_{sx} \right)} & 0 & \frac{6 E J_x}{L_e^2 \left ( 1+ K_{sx} \right )} & 0 & 0 \\
& & & & & & \frac{12 E J_y} {L_e^3 \left( 1+ K_{sx} \right)} & 0 & 0 & 0 & -\frac{6 E J_y}{L_e^2 \left ( 1+ K_{sx} \right )} & 0 \\
& & & & & & & \frac{12 E J_x}{L_e^3 \left( 1+ K_{sy} \right)} & 0 & \frac{6 E J_x}{L_e^2 \left ( 1+ K_{sy} \right )} & 0 & 0 \\
& & & & & & & & \frac{E A_z}{L_e} & 0 & 0 & 0 \\
& & & & & & & & & \frac{\left(4 + K_{sx} \right) E J_x}{L_e \left ( 1+ K_{sx} \right )} & 0 & 0 \\
& & & & & & & & & & \frac{\left(4 + K_{sy} \right) E J_y}{L_e \left ( 1+ K_{sy} \right )} & 0 \\
& & & & & & & & & \frac{\left(4 + K_{sy} \right) E J_x}{L_e \left ( 1+ K_{sy} \right )} & 0 & 0 \\
& & & & & & & & & & \frac{\left(4 + K_{sx} \right) E J_y}{L_e \left ( 1+ K_{sx} \right )} & 0 \\
& & & & & & & & & & & \frac{G J_z}{L_e} \\
\end{bmatrix}
}
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