projecto avançado de estruturas navais
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Projecto Avançado de Estruturas Navais. Mestrado em Engenharia Naval. Contents (1). Structural Stability – basic principles Linear approach Non-linear response Non-linear behavior of beam-columns and plates subjected to compressive and combined loading. Influence of initial imperfections - PowerPoint PPT PresentationTRANSCRIPT
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Projecto Avançado de Estruturas Navais
Mestrado em Engenharia Naval
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Contents (1)• Structural Stability – basic principles
– Linear approach– Non-linear response
• Non-linear behavior of beam-columns and plates subjected to compressive and combined loading.– Influence of initial imperfections
• Buckling of plates and stiffened plates– Initial imperfections– Residual stresses
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Contents (2)• Ultimate strength of plates and stiffened plates
– Concept of effective width– Reduction of strength due to imperfections and
welding• Residual strength and post buckling behavior of
components• Hull girder strength
– Linear and Non-linear behavior– Ultimate bending moment– Residual strength
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Structural StabilityBasic principles
• Equilibrium stability concept– A) Stable– B) Unstable– C) Neutral
• Structural limit states– Ultimate limit
• Global Failure• Local Failure
– Serviceable limit
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Structural Stability
• Stability and Instability– Ex: Euler column
• EI – Structural modulus
2
2EEIPl
sin xw x q
l
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Equilibrium state
• A) Stable• B) Unstable• C) Stable
Transition between differentstates of equilibrium
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Types of instability•Bifurcation•Snap-through
Euler columnP/PE=1+(q/l)2/8
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Local Buckling
22
23 1crE t
b
2
231 18cr
qt
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Cylindrical shell
2222 4
2 22
3 11
43 1 where cr
E t bb R t
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Snap-through
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Non linearityPhysical non-linearityGeometrical non-linearity
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Bifurcation Instability
2
2
0 1 0
0
1
A
cr
M Pq Kql q
q
P Kl qP Kl
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Snap-through Instability
0
2 sin
coscos
2 sin tan cos
: 0
vF
P K
ll
P Kl
dPSnapd
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Initial Imperfections
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Initial Imperfections (Example)
2112
P Kl qq
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Material (Plasticity)
• Plasticity• Residual stresses
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Stability Criteria
• Static criteria– Adjacent equilibrium criteria (bifurcation)– Energy criteria (Minimum Potential Energy)
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Linear Analysis
• Discrete systems• Continuous systems
• Aproximate methods– Finite differences method– Engesser-Newmark method– Galerkin method (diferential equations)– Rayleigh-Ritz method (potential energy)– Finite element method
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Basic concepts• Effective length
– Boundary conditions• Effective width
– Boundary conditions– Loading– Manufacturing
• Initial geometric imperfections– Residual stresses and welding procedure– Mounting process and restraining
• Residual stresses– Welding procedure– Restraining– Physical properties
• Loading of the component– Combined loading– Boundary conditions