Numerical analysis of bolt Joints AJP 2021 2nd ...

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Numerical analysis of bolt Joints considering the complete tightening process and failure Charly Foissac 1,2 , Alain Daidié 1 , Stephane Segond 1 , Clément Chirol 2 1 : Institut Clément Ader (ICA), Université de Toulouse, INSA, IMT MINES ALBI, ISAE-SUPAERO, UTIII, CNRS, Toulouse, France 2 : AIRBUS Opérations S.A.S. Toulouse (France) AJP 2021 2 nd International Conference on Advanced Joining Processes 21-22 October 2021 Sintra, Portugal CLÉMENT ADER INSTITUTE Results Methodology Designed with parts of revolution, this model makes it possible to obtain the maximum preload at break. However the angle of the helix of the threads is not considered and thus bending of the screw is neglected. Switch to 3D Representation of the entire screw and nut with kinematic coupling at the threads. Only an axial displacement is imposed so it is impossible to obtain the tightening torque and to take the friction in the threads into account. Adding the rotation of the nut The rotation of the nut is applied using a displacement constraint at the hexagon. At this stage, the response to the crushing of intermediate parts is lacking. Adding the spacer Complete tightening process and failure are considered in this model but the kinematic coupling is responsible for a discontinuity in the stress field. This discontinuity creates stress concentrations that lead to a type of failure different from that observed. Deleting the coupling The automatic mesh of Abaqus no longer converges. A manual mesh is necessary but it is complicated and redundant. This is not compatible with a parametric model because of its unacceptable effect on robustness. Screw thread creation routine To overcome the mesh problem, a mesh creation routine is used to modify an existing cylindrical mesh [2]. For a good mesh density in the threads, this method implies using a fine mesh on the whole screw and the whole nut, which leads to a mesh of several hundred thousand elements. Optimization of the mesh Mesh gradients are implemented axially and radially in order to refine the mesh without exploding the computation time. This gives a ratio of 114 between the number of elements in the threads and inside of the screw. Axisymmetric model The large number of bolted joints used in the aerospace industry, associated with the high dispersion of compressive forces during their tightening [1], motivates an in-depth study of their behaviour. The introduction of Industry 4.0 in the development of technologies drives the digitization of processes in order to be able to predict and optimize the results. In addition, an Abaqus numerical model provides more flexibility and better control of input and output data, and can overcome the limits of experimental benches. The complexity of this numerical model is due to the complex surface contact, with modelling of the threads, the strongly non-linear behaviour, with the integration of the destruction of the elements, and also the considerable relative displacements. The objective is to converge towards a robust 3D numerical model capable of simulating the clamping process until failure while representing reality as faithfully as possible. Introduction Bolt’s behavior depending on quantifiable and unquantifiable parameters Verification of the damage law Behaviour analysis Correlation with experimental results The stress field is consistent with the behaviour of the bolted connection : - The helical thread of the screw leads to bending of the screw - The most heavily loaded thread is the first one [3] - Rupture occurs at the level of the nut threads The heterogeneous distribution of stress and therefore of the contact is not sufficiently representative of reality. This is due to the complexity of the contact: the coarser the mesh, the more this phenomenon is amplified [4][5][6]. Solver : Explicit Element : C3D8R Damage law : Ductile Damage Material : Elastic & Plastic Starting model Actual model 0 100 200 300 400 500 600 0 0,025 0,05 0,075 0,1 0,125 0,15 Stress (MPa) Deformation Experimental Numerical Experimentally, the rupture occurs on average at 13 881 N with a standard deviation of 486 N. Numerically, the rupture occurs at 15 498 N. 2 000 4 000 6 000 8 000 10 000 12 000 14 000 16 000 0 2 4 6 8 10 Preload (N) Torque (N.m) 0 2 000 4 000 6 000 8 000 10 000 12 000 14 000 16 000 18 000 0 1 2 3 4 5 6 7 Preload (N) Torque (N.m) The methodology shown is similar to an incremental improvement. It avoids the superposition of error sources and thus controls the convergence of the calculations better when the model becomes more complex. As the model is very sensitive due to its complexity, numerous tests on the choice of elements, the choice of solver and the size of the mesh were indispensable (even though they are not mentioned above). Finally, the model gives a higher clamping strength than the one measured experimentally. This discrepancy is due to the ovalization of the nut, which has not yet been taken into account in this numerical model. The ovalization of the nut plasticizes the threads locally, so it will change the whole stress field and the plastic deformation field, both linked to the damage law. However, the global behaviour of the model is verified at several points with a damage law corresponding to real tests and phenomena validated in the literature. In the search for improvement, work on friction will provide a better estimation of the tightening torque [7] and work on adaptive meshing could solve the recurrent problems of distortion on the elements in contact in the threads and make the model even more robust. Conclusion [1] VDI Richtlinien VDI 2230. Systematic calculation of highly stressed bolted joints. Part 1: Joints with one cylindrical bolt (2015), 1-182, ICS 21.060.10 [2] Chen, Yan; Gao, Qiang; Guan, Zhenqun (2017). Self-Loosening Failure Analysis of Bolt Joints under Vibration considering the Tightening Process. Shock and Vibration, 2017(), 115. doi:10.1155/2017/2038421 [3] Pedersen, Niels Leergaard (2013). Optimization of bolt thread stress concentrations. Archive of Applied Mechanics, 83(1), 114. doi:10.1007/s00419-012-0622-8 [4] Yang, Guoqing; Hong, Jun; Zhu, Linbo; Li, Baotong; Xiong, Meihua; Wang, Fei (2013). Three- dimensional finite element analysis of the mechanical properties of helical thread connection. Chinese Journal of Mechanical Engineering, 26(3), 564572. doi:10.3901/CJME.2013.03.564 [5] Dragoni, E. (1994). Effect of Thread Pitch and Frictional Coefficient on the Stress Concentration in Metric Nut-Bolt Connections. Journal of Offshore Mechanics and Arctic Engineering, 116(1), 21. doi:10.1115/1.2920123 [6] Hobbs, J. W.; Burguete, R. L.; Patterson, E. A. (2003). Investigation into the Effect of the Nut Thread Run-Out on the Stress Distribution in a Bolt Using the Finite Element Method. Journal of Mechanical Design, 125(3), 527. doi:10.1115/1.1567312 [7] Nassar, Sayed A.; Matin, Payam H.; Barber, Gary C. (2005). Thread Friction Torque in Bolted Joints. Journal of Pressure Vessel Technology, 127(4), 387. doi:10.1115/1.2042474 References

Transcript of Numerical analysis of bolt Joints AJP 2021 2nd ...

Page 1: Numerical analysis of bolt Joints AJP 2021 2nd ...

Numerical analysis of bolt Joints

considering the complete

tightening process and failureCharly Foissac1,2, Alain Daidié1, Stephane Segond1, Clément Chirol2

1: Institut Clément Ader (ICA), Université de Toulouse, INSA, IMT MINES ALBI, ISAE-SUPAERO, UTIII,

CNRS, Toulouse, France2: AIRBUS Opérations S.A.S. Toulouse (France)

AJP 20212nd International Conference on Advanced Joining Processes21-22 October 2021 Sintra, Portugal

CLÉMENT ADER INSTITUTE

ResultsMethodology

Designed with parts of revolution, this model makes itpossible to obtain the maximum preload at break.However the angle of the helix of the threads is notconsidered and thus bending of the screw isneglected.

Switch to 3D

Representation of the entire screw and nut with kinematiccoupling at the threads. Only an axial displacement isimposed so it is impossible to obtain the tightening torqueand to take the friction in the threads into account.

Adding the rotation of the nut

The rotation of the nut is applied using a displacementconstraint at the hexagon. At this stage, the responseto the crushing of intermediate parts is lacking.

Adding the spacer

Complete tightening process and failure areconsidered in this model but the kinematic coupling isresponsible for a discontinuity in the stress field. Thisdiscontinuity creates stress concentrations that lead toa type of failure different from that observed.

Deleting the coupling

The automatic mesh of Abaqus no longer converges. Amanual mesh is necessary but it is complicated andredundant. This is not compatible with a parametricmodel because of its unacceptable effect onrobustness.

Screw thread creation routine

To overcome the mesh problem, a mesh creationroutine is used to modify an existing cylindrical mesh[2]. For a good mesh density in the threads, thismethod implies using a fine mesh on the whole screwand the whole nut, which leads to a mesh of severalhundred thousand elements.

Optimization of the mesh

Mesh gradients are implemented axially and radially inorder to refine the mesh without exploding thecomputation time. This gives a ratio of 114 betweenthe number of elements in the threads and inside ofthe screw.

Axisymmetric model

The large number of bolted joints used in the aerospace industry, associated with the high dispersion ofcompressive forces during their tightening [1], motivates an in-depth study of their behaviour. The introduction ofIndustry 4.0 in the development of technologies drives the digitization of processes in order to be able to predictand optimize the results. In addition, an Abaqus numerical model provides more flexibility and better control ofinput and output data, and can overcome the limits of experimental benches. The complexity of this numericalmodel is due to the complex surface contact, with modelling of the threads, the strongly non-linear behaviour,with the integration of the destruction of the elements, and also the considerable relative displacements. Theobjective is to converge towards a robust 3D numerical model capable of simulating the clamping process untilfailure while representing reality as faithfully as possible.

Introduction

Bolt’s behavior depending on quantifiable and unquantifiable parameters

Verification of the damage law

Behaviour analysis

Correlation with experimental results

The stress field is consistent with the behaviour of the bolted connection :

- The helical thread of the screw leads to bending of the screw

- The most heavily loaded thread is the first one [3]

- Rupture occurs at the level of the nut threads

The heterogeneous distribution of stress and therefore of the contact is not sufficiently representative of reality. This is due to the complexity of the contact: the coarser the mesh, the more this phenomenon is amplified [4][5][6].

• Solver : Explicit• Element : C3D8R• Damage law : Ductile Damage• Material : Elastic & Plastic

Starting model

Actual model

0

100

200

300

400

500

600

0 0,025 0,05 0,075 0,1 0,125 0,15S

tre

ss (

MP

a)

Deformation

Experimental Numerical

Experimentally, the rupture occurs on average at 13 881 N with a standard deviation of 486 N.

Numerically, the rupture occurs at 15 498 N.

2 000

4 000

6 000

8 000

10 000

12 000

14 000

16 000

0 2 4 6 8 10

Pre

load (

N)

Torque (N.m)

0

2 000

4 000

6 000

8 000

10 000

12 000

14 000

16 000

18 000

0 1 2 3 4 5 6 7

Pre

load (

N)

Torque (N.m)

The methodology shown is similar to an incremental improvement. It avoids the superposition of errorsources and thus controls the convergence of the calculations better when the model becomes morecomplex. As the model is very sensitive due to its complexity, numerous tests on the choice ofelements, the choice of solver and the size of the mesh were indispensable (even though they are notmentioned above).Finally, the model gives a higher clamping strength than the one measured experimentally. Thisdiscrepancy is due to the ovalization of the nut, which has not yet been taken into account in thisnumerical model. The ovalization of the nut plasticizes the threads locally, so it will change the wholestress field and the plastic deformation field, both linked to the damage law. However, the globalbehaviour of the model is verified at several points with a damage law corresponding to real tests andphenomena validated in the literature.In the search for improvement, work on friction will provide a better estimation of the tightening torque[7] and work on adaptive meshing could solve the recurrent problems of distortion on the elements incontact in the threads and make the model even more robust.

Conclusion[1] VDI Richtlinien VDI 2230. Systematic calculation of highly stressed bolted joints. Part 1: Joints

with one cylindrical bolt (2015), 1-182, ICS 21.060.10

[2] Chen, Yan; Gao, Qiang; Guan, Zhenqun (2017). Self-Loosening Failure Analysis of Bolt Joints

under Vibration considering the Tightening Process. Shock and Vibration, 2017(), 1–15.

doi:10.1155/2017/2038421

[3] Pedersen, Niels Leergaard (2013). Optimization of bolt thread stress concentrations. Archive of

Applied Mechanics, 83(1), 1–14. doi:10.1007/s00419-012-0622-8

[4] Yang, Guoqing; Hong, Jun; Zhu, Linbo; Li, Baotong; Xiong, Meihua; Wang, Fei (2013). Three-

dimensional finite element analysis of the mechanical properties of helical thread connection.

Chinese Journal of Mechanical Engineering, 26(3), 564–572. doi:10.3901/CJME.2013.03.564

[5] Dragoni, E. (1994). Effect of Thread Pitch and Frictional Coefficient on the Stress Concentration

in Metric Nut-Bolt Connections. Journal of Offshore Mechanics and Arctic Engineering, 116(1), 21–.

doi:10.1115/1.2920123

[6] Hobbs, J. W.; Burguete, R. L.; Patterson, E. A. (2003). Investigation into the Effect of the Nut

Thread Run-Out on the Stress Distribution in a Bolt Using the Finite Element Method. Journal of

Mechanical Design, 125(3), 527–. doi:10.1115/1.1567312

[7] Nassar, Sayed A.; Matin, Payam H.; Barber, Gary C. (2005). Thread Friction Torque in Bolted

Joints. Journal of Pressure Vessel Technology, 127(4), 387–. doi:10.1115/1.2042474

References