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Technical Brief

Development of a Finite Element Model for Pressure Test Simulation of Transformer Tanks With Skid Bases

[+] Author and Article Information
Mir Aamir Abbas

Aadyah Aerospace,
Bangalore 560067, India
e-mail: friendabbas@gmail.com

Contributed by the Pressure Vessel and Piping Division of ASME for publication in the JOURNAL OF PRESSURE VESSEL TECHNOLOGY. Manuscript received March 27, 2018; final manuscript received October 19, 2018; published online December 7, 2018. Assoc. Editor: Kiminobu Hojo.

J. Pressure Vessel Technol 141(1), 014501 (Dec 07, 2018) (5 pages) Paper No: PVT-18-1065; doi: 10.1115/1.4041863 History: Received March 27, 2018; Revised October 19, 2018

Deciding the boundary conditions is the most difficult part of developing an effective finite element model. Incorrect boundary conditions can cause significant errors in analysis. The finite element analysis has become a popular method of design validation for the transformer tank but the boundary conditions to be used for simulating the pressure test by finite element analysis are not clear. The pressure test analysis is carried out by assuming the bottom surface of the transformer tank to be fixed. This common practice has not been validated and requires verification. In this work, a generalized model of the transformer tank under the pressure was solved to eliminate the assumption, and the results were compared with those of the usual practice. It was found that there was significant difference in the results of the two models indicating the incorrectness of the usual practice.

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References

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Figures

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Fig. 1

Comparison of model 1 and model 2

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Fig. 2

Boundary conditions for the transformer tank in model1

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Fig. 4

Finite element mesh used for the modeling the tank

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Fig. 5

Stress—strain curve

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Fig. 6

Kinematic hardening

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Fig. 7

Loading–unloading diagram

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Fig. 8

Boundary conditions for model 2 with loading at time of 1 h

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Fig. 9

Interaction between the ground and the tank bottom plate

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Fig. 10

Permanent deflection in model 1 (deflection at time = 2h)

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Fig. 11

Deflection under load (deflection at time = 1 h)

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Fig. 12

Permanent deflection model 2

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Fig. 13

Under load deformation (total deformation) model 2

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Fig. 14

Contour of permanent deflections in model 1 in the same scale of displacement as model 2

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Fig. 15

Contour of under-load deflections in model 1 in the same scale of displacement as model 2

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