Synthesis of numerical methods for the design of segmental ...Synthesis of numerical methods for the...
Transcript of Synthesis of numerical methods for the design of segmental ...Synthesis of numerical methods for the...
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Synthesis of numerical methods for the design of segmental tunnel lining
Presented by : TRAD Rim
Supervised by : MROUEH Hussein
BIAN HanbingCORMERY Fabrice
SUS 2019 , 8-10 October 2019, Lille , France
1
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1. Framework2. Existing Design methods3. Development of new method4. Case study (Project): conveyance Tunnel 5. Analysis 6. Conclusion & Perspectives
Outline
2Rim TRAD – SUS 2019 – 10 October – Lille, France
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Framework
3Rim TRAD – SUS 2019 – 10 October – Lille, France
• Many of tunnel are installed by TBM
• Complexity of studying the structurebehavior due to the presence of joints
• Discontinuity of joints → Reduction ofrigidity [JIN 2017]
How the numerical model can take into account this discontinuity?
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Existing Design methods (1/2)
4Rim TRAD – SUS 2019 – 10 October – Lille, France
Indirectmethod
• Analytical approach , RDM• Reduced rigidity factor “η”
Direct method
• Analytical method• Longitudinal Joint : rotational springs ; circumferential joints : Shear
springs• (M – θ) linear, nonlinear? • Active and passive loads
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Existing Design methods(2/2)
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Is it necessary to use complex 3D models?
Numericalmethods
• Finite element analysis (2D,3D)• Interface, bolt, soil, behavior of concrete• Large computation time
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Development of new method
6Rim TRAD – SUS 2019 – 10 October – Lille, France
Ø Friendly-method / macro-element : Consider the complex local behaviourof joints by the mean of global approach with globalized parameters
Ø Our study:§ Influence of number of joints.§ Comparative study for different methods
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Case study (1/2)
7Rim TRAD – SUS 2019 – 10 October – Lille, France
Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests
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Case study (2/2)
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modèle étudié
0
Diameter(m)
Thickness(m)
Width(m) Material Loads
(KN)
9 m 0.65 1.5Concrete
reinforced C60
1000
(Uz;Ry) (Ux;Uz;Ry)180X
Z
[HUANG 19]
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Analysis (1/4)
9Rim TRAD – SUS 2019 – 10 October – Lille, France
Indirect method Direct method
Applying a reduction factor
η of EI
• Segments → Beams• Joints → Rotational
springs
Direct methodIndirect method
𝜼 =𝑬𝑰 𝒆𝒒𝑬𝑰
Joints
-10
-5
0
5
10
0 19 39 58 77 96 116
135
154
174
Conv
erge
nce
defo
rmat
ion
(cm
)
Angle (degree)
Convergence deformation
directlinear
Exp
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Analysis (2/4)1. Number of joint
10Rim TRAD – SUS 2019 – 10 October – Lille, France
0
20
40
60
80
100
4000 6000 8000 10000 15000 20000 30000 40000 50000
Disp
lace
men
t (c
m)
Kθ (kN.m/rad)
Relationship between displacement and joint rotational stiffness for different number of joints
4 joints
6 joints
8 joints
-1500
-1000
-500
0
500
1000
1500
0 30 60 90 120 150 180
mom
ent r
educ
tion
fact
or
angle (degree)
Variation of moment reduction factor with number and orientation of joints.
4 joints6 joints
8 joints
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Analysis (3/4)
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2. Comparative study : Direct method (using linear behavior joint)
Rim TRAD – SUS 2019 – 10 October – Lille, France
• The numerical results show a significantreduction of bending moment when theeffect of distribution of joints is taken.
• According to the indirect method, it isnoted that as the joint stiffness factorincreases, the displacement decreases.
η : reduced rigidity factor
-2500-2000-1500-1000
-5000
5001000150020002500
0 50 100 150
Bend
ing
mom
ent (
KN.m
)
angle (degree)
Variation of bending moment
ExpContinuousDirect linear
-10
-5
0
5
10
0 50 100 150
Conv
erge
nce
defo
rmat
ion
(cm
)
Angle (degree)
Convergence deformation
continous
η 0,11
η 0,25
η 0,4
η 0,6
η 0,8
direct linear
Exp
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Analysis (4/4)2. Comparative study : Direct method (using elastic perfectly plastic behavior of joint)
12Rim TRAD – SUS 2019 – 10 October – Lille, France
• Very low variation• Elastic perfectly plastic behavior of jointshas a greater value than other !
-2500-2000-1500-1000
-5000
5001000150020002500
0 50 100 150
Bend
ing
mom
ent (
KN.m
)
angle (degree)
Variation of bending moment
ExpContinuousDirect linearDirect non linear
-10-8-6-4-202468
10
0 50 100 150
Conv
erge
nce
defo
rmat
ion
(cm
)
Angle (degree)
Convergence deformation
direct linear
direct nonlinear
Exp
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Conclusion & Perspectives
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• Displacement obtained by different methods are not similar
• These methods can be applied but need calibration
• A real finite element calculation of joints is needed
• Introducing the concept of macro-element:
ØConsidering all material and geometrical nonlinearities of jointsØWithout using a complex three-dimensional and non-linear calculation
Rim TRAD – SUS 2019 – 10 October – Lille, France
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Thank You For Your Attention
14Rim TRAD – SUS 2019 – 10 October – Lille, France
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References
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• [DO 14] :N. A. Do, D. Dias, P. Oreste, I. Djeran-Maigre. J. INT J NUMER ANAL MET 38, 1617–1632(2014)
• [TEA 10]: S. Teachavorasinskun, T. Chub-uppakarn, .J. TUNN UNDERGR SP TECH 25, 490–494 (2010)• [JIN 17]: Y. Jin, W. Ding, Z. Yan, K. Soga, Z. Li. J. TUNN UNDERGR SP TECH 68, 153– 166 (2017)
• [Huang 19]: X. Huang et al. J. TUNN UNDERGR SP TECH 88, 156–168 (2019).
Rim TRAD – SUS 2019 – 10 October – Lille, France