Redesign of a 500 kN Maximum Hook Load Workover Rig Mast for Operating Conditions and Wind Velocity of 70 km/h

Lavinia Silvia Stanciu; Ioan Popa

doi:10.4028/www.scientific.net/AMM.809-810.926

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 809-810Redesign of a 500 kN Maximum Hook Load Workover...

Redesign of a 500 kN Maximum Hook Load Workover Rig Mast for Operating Conditions and Wind Velocity of 70 km/h

Abstract:

In the present paper is analyzed the stress level and the maximum displacements that occur in the elements of a mast of 500 kN maximum hook load under the action of wind with a 70 km/h velocity. The mast is a prototype which is equipping a workover rig used for interventions and overhauling works for oil and gas wells. The forces resulting from wind pressure on the exposed mast`s elements areas are calculated in accordance with the oilfield industry standards and distributed to all structure`s nodes, after it was modeled using the FEA software ANSYS. Being a new structure containing structural steel rectangular pipes and profiles as L, I, U-shaped cross section, this analysis is necessary in order to achieve the practical construction of mast and its safety during exploitation.

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Periodical:

Applied Mechanics and Materials (Volumes 809-810)

Pages:

926-931

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.809-810.926

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Cite this paper

Online since:

November 2015

Authors:

Lavinia Silvia Stanciu*, Ioan Popa

Keywords:

Drilling Mast, Stress, Wind Velocity, Workover Rig

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References

[1] API 4F, Specifications for Drilling and Well Servicing Structures, Third Edition, API energy, Washington, (2008).

Google Scholar

[2] I. Lambrescu, I. Pană, Theoretical and experimental fatigue analysis for the mast MU450 top drive drilling mast with impact on the reliability, in Proceedings of the Balkantrib, the 8th International Conference on Tribology, Sinaia, România, 2014, pp.656-664.

Google Scholar

[3] STAS 1909-89, Derricks and masts for drilling and intervention (in Romanian).

Google Scholar

[4] I. Pană, P. Babe, Drilling Rigs Modelling Using AVEVA PDMS Software, Bulletin of Petroleum – Gas University of Ploieşti, Technical series. LXIII, 3 (2011) 5-13.

Google Scholar

[5] L. S. Stanciu, I. Popa, Stress and Displacements Analysis for Drilling Mast Elements Made of Rectangular Pipe under the Action of the Wind as a Hurricane, Key Engineering Materials. 601 (2014) 116-119.

DOI: 10.4028/www.scientific.net/kem.601.116

Google Scholar

[6] ANSYS Release 10. 0 Software.

Google Scholar

[7] EN 1991-1-4, Action on structures. Part 1-4: General actions- Wind actions, 2007 Edition.

Google Scholar