Modal nudging of aerospace structures
Olivia Leão
Supervisors: Alberto Pirrera and Rainer Groh
8th CDT Conference 16th April 2019
Spo Sponsored by
aerospace structures Olivia Leo Supervisors: Alberto Pirrera and - - PowerPoint PPT Presentation
Modal nudging of aerospace structures Olivia Leo Supervisors: Alberto Pirrera and Rainer Groh Spo Sponsored by 8 th CDT Conference 16 th April 2019 2 Outline Nonlinearities in design process Modal nudging Concept Stiffened
Supervisors: Alberto Pirrera and Rainer Groh
8th CDT Conference 16th April 2019
Spo Sponsored by
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Modal nudging of aerospace structures
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tructural l failu ilure
No Novel l fu functionali lity and lig lighter structures
led
Im Improved str tructural efficiency th through th the in incorporation of f well ll-behaved nonlinearities in in th the design process
[1] shellbuckling.com [2] wikipedia.org/wiki/Boeing_Truss-Braced_Wing [1] [2]
Modal nudging of aerospace structures
[3] B.S. Cox et al./ J Mech Phys Solids 116 (2017) 135–49. [4] R.M.J. Groh et al./ Comput. Methods Appl. Mech. Engrg. 331 (2018) 394–426.
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[3]
Original structure Nonlinear post-buckling response information Small change in geometry
Improved structural response:
Load-carrying capacity Stiffness/compliance Sensitivity to imperfections
Nonlinear FE + Numerical continuation solver
Insignificant change in mass
[4]
No Nonlin linear resp sponse tail ailorin ing method base ased on
ling in information Modal nudging of aerospace structures
1.
Identify is isolated stable region of f in interest.
2. Extract deformation mode 𝐯state. 3. Superpose to initial geometry 𝐲𝟏. 4. Restart analysis using nudged geometry 𝐲. 5. If necessary, increase nudging factor 𝜃. Repeat from 3.
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𝑣 𝑦 𝑧 𝑨
Clamped edge Clamped edge
Higher load-carrying solution Unstable gap on
Region of interest (physically unattainable) Stable orig. path Unstable orig. path Critical point Natural path Natural physical response Buckling Original structure
Modal nudging of aerospace structures
1. Identify isolated stable region of interest.
2.
xtract deformation mode 𝐯𝐭𝐮𝐛𝐮𝐟.
3. Superpose to initial geometry 𝐲𝟏. 4. Restart analysis using nudged geometry 𝐲. 5. If necessary, increase nudging factor 𝜃. Repeat from 3.
6 𝐯state
(Scaled up for clarity)
Higher load-carrying solution Region of interest Stable orig. path Unstable orig. path Critical point
Modal nudging of aerospace structures
1. Identify isolated stable region of interest. 2. Extract deformation mode 𝐯state.
3.
initial geometry 𝐲𝟏.
4. Restart analysis using nudged geometry 𝐲. 5. If necessary, increase nudging factor 𝜃. Repeat from 3.
7 𝐲 = 𝐲0 + 𝜃ഥ 𝐯state
𝜃: nudging factor 𝜃~thickness ഥ 𝐯state: normalised 𝐯state
𝐯state
(Scaled up for clarity)
Higher load-carrying solution Region of interest Stable orig. path Unstable orig. path Critical point
Modal nudging of aerospace structures
1. Identify isolated stable region of interest. 2. Extract deformation mode 𝐯state. 3. Superpose to initial geometry 𝐲𝟏.
4.
5. If necessary, increase nudging factor 𝜃. Repeat from 3.
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Stable orig. path Unstable orig. path Critical point Stable nudged path Nudged geometry 𝐲
(Exaggerated nudge: Actual nudge imperceptible)
Nudged load-carrying capacity Higher load-carrying solution
𝐲 = 𝐲0 + 𝜃ഥ 𝐯state
𝜃: nudging factor 𝜃~thickness ഥ 𝐯state: normalised 𝐯state Closes unstable gap
Modal nudging of aerospace structures
9 Man anufacturabil ilit ity
Modal nu nudgin ing Fea eature nu nudging
Aerodynamic su surface ch chan ange
Geo Geometric ical sur surface ch change NA cha change
Modal nudging of aerospace structures
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Modal nudging of aerospace structures
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Modal nudging of aerospace structures
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