discrete elastica model for shape design of gridshellsfor shape design of gridshells yusuke sakai...
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Discrete elasticafor shape design of gridshells
Yusuke Sakai (Kyoto University)Makoto Ohsaki (Kyoto University)
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Y. Sakai and M. Ohsaki, Discrete elastica for shape design of gridshells,Eng. Struct., Vol. 169, pp. 55-67, 2018.
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Problem of the generating process
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Desired shape
Initial shape
Generated shape
Large deformation analysis
Unknown:Forced disp., Load, External moment etcโฆ
Trial & Error
Interaction forces Too large
Inappropriate shape
Engineer
Designer
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[1] Ohsaki M, Seki K, Miyazu Y. Optimization of locations of slot connections of gridshells modeled using elastica. Proc IASS Symposium 2016, Tokyo. Int Assoc Shell and Spatial Struct 2016;Paper No. CS5A-1012.
Solution & BackgroundTarget shape of a curved beam
Elastica: Shape of a buckled beam-column Reduce the interaction forces [1]
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Continuous elastica
min. ๐๐ = ๏ฟฝ12๐ธ๐ธ๐ธ๐ธ๐ ๐ 2 + ๐ฝ๐ฝ ๐๐๐๐ ,
๐ ๐ ๐๐ =๐๐ฮจ(๐๐)๐๐๐๐
๐๐: arc-length parameter, ๐ธ๐ธ๐ธ๐ธ: bending stiffness, ๐ ๐ ๐๐ : curvature, ๐ฝ๐ฝ: penalty parameter for the total length
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1. Initial shape (straight) Equilibrium shape2. Span & Height of a support Only a few parameters3. Uniaxial bending Planar model
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[2] A. M. Bruckstein, R. J. Holt and A. N. Netravali, Discrete elastica, Appl. Anal., Vol. 78, pp. 453-485, 2001.
[3] Y. SAKAI and M. OHSAKI, Discrete elastica for shape design of gridshell, Eng. Struct., Vol. 169, pp. 55-67, 2018.
ฮจ๐๐
๐๐: Length of each segment,๐ฟ๐ฟ = ฮจ0, โฆ ,ฮจ๐๐ ๐๐:Deflection angles between
each segment and ๐ฅ๐ฅ axis
๐๐
๐ฅ๐ฅ
๐ฅ๐ฅ
Discrete elastica
Rotationalspring
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๐๐๐๐ ๐๐ = 0, โฆ ,๐๐ + 1 : Nodes๐๐: Length of each segment๐ฟ๐ฟ = ฮจ0, โฆ ,ฮจ๐๐ : Deflection angle of a segment from ๐ฅ๐ฅ-axis
Equivalence of strain energyStiffness of rotational spring
ฮจ๐๐
ฮจ๐๐โ1๐๐๐๐ = ฮจ๐๐โ1 โ ฮจ๐๐
Curvature: ๐ ๐ = ๐๐๐๐๐๐
Strain energy: ๐๐ = 12๐ธ๐ธ๐ธ๐ธ๐ ๐ 2๐๐ = 1
2๐ธ๐ธ๐ธ๐ธ ๐๐๐๐
๐๐
2๐๐ = ๐ธ๐ธ๐ธ๐ธ
2๐๐๐๐๐๐2
๐ธ๐ธ๐ธ๐ธ/๐๐
๐ฅ๐ฅ
๐๐
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External workDiscretized form of ๐๐ = โซ 12 ๐ธ๐ธ๐ธ๐ธ๐ ๐
2 + ๐ฝ๐ฝ ๐๐๐๐
๐ฝ๐ฝ = 1000
Optimization problem (Minimize total potential energy)
( ) ( )21, , 10 0 1
0
0
min. ,2
subject to cos ,
sin
N
i il i
N NN
iiN
ii
EIl ll
M M
l L
l H
ฮฒโ=
+
=
=
ฮ = ฮจ โฮจ + โ ฮจ โ ฮจ
ฮจ =
ฮจ =
โ
โ
โ
ฮจ ฮฆฮจ
: Span length
: Height of a support
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Stationary conditions = Equilibrium of segments Lagrange multipliers = Reaction forces
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Lagrangian (๐๐1 and ๐๐2 are Lagrange multipliers)
โ ๐ฟ๐ฟ, ๐๐, ๐๐1, ๐๐2 = ฮ + ๐๐1 ๏ฟฝ๐๐=1
๐๐
๐๐ cosฮจ๐๐ โ ๐ฟ๐ฟ + ๐๐2 ๏ฟฝ๐๐=1
๐๐
๐๐ sinฮจ๐๐ โ ๐ป๐ป
Stationary conditions: Derivatives with respect to ๐ฟ๐ฟ = ฮจ0, โฆ ,ฮจ๐๐ ๐๐
๐ธ๐ธ๐ธ๐ธ๐๐โฮจ๐๐โ1 โ ฮจ๐๐
๐๐+ฮจ๐๐ โ ฮจ๐๐+1
๐๐โ ๐๐1 sinฮจ๐๐ + ๐๐2 cosฮจ๐๐ = 0
๐๐ = 1, โฆ ,๐๐ โ 11๐๐๐ธ๐ธ๐ธ๐ธ ฮจ1 โ ฮจ0
๐๐โ ๐๐0 โ ๐๐1 sinฮจ0 + ๐๐2 cosฮจ0 = 0
1๐๐๐ธ๐ธ๐ธ๐ธ ฮจ๐๐ โ ฮจ๐๐โ1
๐๐โ ๐๐๐๐+1 โ ๐๐1 sinฮจ๐๐ + ๐๐2 cosฮจ๐๐ = 0
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๐ธ๐ธ๐ธ๐ธ๐๐
โฮจ๐๐โ1 โ ฮจ๐๐
๐๐+ฮจ๐๐ โ ฮจ๐๐+1
๐๐โ ๐๐1 sinฮจ๐๐ + ๐๐2 cosฮจ๐๐ = 0
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๐๐1 and ๐๐2: Support reaction forces
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Curve 1 Curve 2
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Comparisons of shapes and reaction forces
Discrete elastica
Continuous beam
Curve 1 ๐๐1[kN] (x-dir.) 0.4342 0.4449๐๐2[kN] (z-dir.) 0.0000 0.0002
Curve 2 ๐๐1[kN] (x-dir.) 0.8940 0.9140๐๐2[kN] (z-dir.) 0.8212 0.8171
Reaction forces
โโโโ
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โข Plan๏ผSquare๏ผ10 mร10 m๏ผ
โข Curve A Boundary
(Height difference = 2m)โข Curve B, C In the diagonal planeTarget surface composed of primary beams
(Discrete elastica)
Gridshell (Large deformation analysis)
Material: Glass fiber reinforced polymer๏ผGFRP๏ผ
Yield stress 200 MPaDiameter Thickness
Primary 0.08 m 0.008 m
Secondary 0.0475 m 0.003m
Sectional area: Hollow cyrinder
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2 m
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๐ก๐ก: Loading parameter 0.0 โค ๐ก๐ก โค 2.00.0 โค ๐ก๐ก โค 1.0: Upward virtual load (equivalent to self-weight)1.0 โค ๐ก๐ก โค 2.0: Forced displacement & external moments
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Forced disp.
External moments
Motion of large-deformation analysis
Virtual load
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Curve A Curve B
โข All member stress < Yielding stress 200 MPaโข Discrete & continuous beams close
Target shape(Discrete elastica)
Continuous beam(Large deformationanalysis)
Curve C Plan
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Comparison
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Conclusion1.Discrete elastica Equilibrium curved beams
derived from optimization Target shape of primary beams
of gridshell2.Span, height of a support, and external moments
Shape parameters3.Verification (Primary beams)
Target shape vs Large-deformation analysisVery close
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Other studies of gridshell Combinatorial optimization for arranging slot+hinge joints Spatial discrete elastica (extended from Discrete elastica) Development of 3D elastic beam model for large-deformation
analysis
Discrete elastica๏ฟฝfor shape design of gridshellsในใฉใคใ็ชๅท 2ในใฉใคใ็ชๅท 3ในใฉใคใ็ชๅท 4ในใฉใคใ็ชๅท 5ในใฉใคใ็ชๅท 6ในใฉใคใ็ชๅท 7ในใฉใคใ็ชๅท 8ในใฉใคใ็ชๅท 9ในใฉใคใ็ชๅท 10ในใฉใคใ็ชๅท 11ในใฉใคใ็ชๅท 12ในใฉใคใ็ชๅท 13