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Relevant bibliographies by topics / API 650 Tanks

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Journal articles

Academic literature on the topic 'API 650 Tanks'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "API 650 Tanks"

1

Lu, Z., D. V. Swenson, and D. L. Fenton. "Frangible Roof Joint Behavior of Cylindrical Oil Storage Tanks Designed to API 650 Rules." Journal of Pressure Vessel Technology 118, no. 3 (1996): 326–31. http://dx.doi.org/10.1115/1.2842195.

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This paper presents the results of an investigation into the frangible joint behavior of tanks designed to API 650 rules. In such tanks, the roof-to-shell joint is intended to fail in the event of overpressurization, venting the tank and containing any remaining fluid. The reasoning behind present API design formulas is reviewed. Combustion analyses, structural analyses, and the results of testing are presented. Results show that higher pressures are reached before frangible joint failure than predicted by the present API 650 calculation. One consequence is that (for empty tanks) uplift of the

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2

Lengsfeld, Manfred, Ken Bardia, Jaan Taagepera, Kanajett Hathaitham, Donald La Bounty, and Mark Lengsfeld. "Analysis of Loads for Nozzles in API 650 Tanks." Journal of Pressure Vessel Technology 129, no. 3 (2006): 474–81. http://dx.doi.org/10.1115/1.2748829.

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The analysis of tank nozzles for API 650, (American Petroleum Institute, 1998, API Standard 650, 10th ed.) tanks is a complex problem. Appendix P of API 650 provides a method for determining the allowable external loads on tank shell openings. The method in Appendix P is based on two papers, one by Billimoria and Hagstrom, 1997, ASME Paper No. 77-PVP-19 and the other by Billimoria and Tam 1980, ASME Paper No. 80-C2/PVP-5. Although Appendix P is optional, the industry has used it for a number of years for large diameter tanks. For tanks less than 120feet(33.6m) in diameter this Appendix is not

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3

Malhotra, Praveen. "Practical Nonlinear Seismic Analysis of Tanks." Earthquake Spectra 16, no. 2 (2000): 473–92. http://dx.doi.org/10.1193/1.1586122.

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Liquid-storage tanks, designed as per the minimum requirements of API Standard 650 (1996), AWWA Standard D100 (1996), or any other design standard, should not be expected to remain fully elastic, or undamaged, when subjected to design ground shaking. Forces prescribed in design standards are only a fraction of those obtained from a linear elastic (no damage) response analysis. Force reductions are based on the expected overstrength and ductility of the system. However, there are no practical methods to quantify the effects of these reductions on potential damage to tanks. Some type of nonlinea

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4

Kala, Zdeněk, Jakub Gottvald, Jakub Stoniš, and Abayomi Omishore. "SENSITIVITY ANALYSIS OF THE STRESS STATE IN SHELL COURSES OF WELDED TANKS FOR OIL STORAGE." Engineering Structures and Technologies 6, no. 1 (2014): 7–12. http://dx.doi.org/10.3846/2029882x.2014.957899.

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The paper deals with the analysis of reliability and safety of a welded tank for the storage of oil, which is located in the Czech Republic. The oil tank has a capacity of 125 thousand cubic meters. It is one of the largest tanks of its kind in the world. Safety is ensured by a steel outer intercepting shell and a double bottom. The tank was modelled in the programme ANSYS. The computational model was developed using the finite element method – elements SHELL181. A nonlinear contact problem was analysed for the simulation of the interaction between the bottom plate and foundation. The normativ

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5

Hermawan, Hana, and Winda Wulandari. "Review dan Analisis Degister Tank dengan fluida POME Berdasarkan API 650 Menggunakan Variable Design Point Method." Jurnal Teknik Mesin Indonesia 15, no. 1 (2020): 18. http://dx.doi.org/10.36289/jtmi.v15i1.138.

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POME merupakan produk samping dari produksi minyak kelapa sawit dengan rasio terkandung dalam kelapa sawit 58.3%. POME dapat dimanfaatkan untuk dijadikan biogas dengan teknologi pengolahan proses anaerobic menggunakan tanki berpengaduk/Continuous Stirred Tank Reactor (CSTR). Tujuan dari penelitian ini adalah melakukan review dan analisis digester tank dengan fluida POME berdasarkan standard American Petroleum Institute yaitu API 650: Welded Steel Tanks for Oil Storage menggunakan variable design point method untuk menentukan ketebalan minimum pada setiap shell tergantung pada kedalamannya, seh

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6

Mahardhika, Pekik, and Ayu Ratnasari. "Perancangan Tangki Stainless Steel untuk Penyimpanan Minyak Kelapa Murni Kapasitas 75 m3." Jurnal Teknologi Rekayasa 3, no. 1 (2018): 39. http://dx.doi.org/10.31544/jtera.v3.i1.2018.39-46.

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Tangki merupakan wadah penyimpanan yang sering dipakai di berbagai industriseperti petrokimia, pengilangan, dan perminyakan. Tangki penyimpanan tidak hanya menjadi tempat penyimpanan untuk produk dan bahan baku tetapi juga menjaga kelancaran ketersediaan produk dan bahan baku. Selain itu, tangki juga dapat menjaga produk atau bahan baku dari kontaminan. Minyak kelapa murni adalah minyak yang dibuat dari bahan baku kelapa segar. Minyak kelapa murni memiliki daya simpan lebih dari 12 bulan sehingga diperlukan tangki penyimpanan yang memadai demi menjaga produk dari kontaminasi. ASTM 304, ASTM 31

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7

Ormeño, Miguel, Tam Larkin, and Nawawi Chouw. "Comparison between standards for seismic design of liquid storage tanks with respect to soil-foundation-structure interaction and uplift." Bulletin of the New Zealand Society for Earthquake Engineering 45, no. 1 (2012): 40–46. http://dx.doi.org/10.5459/bnzsee.45.1.40-46.

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Field evidence has established that strong earthquakes can cause severe damage or even collapse of liquid storage tanks. Many tanks worldwide are built near the coast on soft soils of marginal quality. Because of the difference in stiffness between the tank (rigid), foundation (rigid) and the soil (flexible), soil-foundation-structure interaction (SFSI) has an important effect on the seismic response, often causing an elongation of the period of the impulsive mode. This elongation is likely to produce a significant change in the seismic response of the tank and will affect the loading on the s

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8

Spritzer, J. M., and S. Guzey. "Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads." Thin-Walled Structures 112 (March 2017): 41–65. http://dx.doi.org/10.1016/j.tws.2016.11.013.

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9

Karamanos, Spyros A., Lazaros A. Patkas, and Manolis A. Platyrrachos. "Sloshing Effects on the Seismic Design of Horizontal-Cylindrical and Spherical Industrial Vessels." Journal of Pressure Vessel Technology 128, no. 3 (2005): 328–40. http://dx.doi.org/10.1115/1.2217965.

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The present paper investigates sloshing effects on the earthquake design of horizontal-cylindrical and spherical industrial vessels. Assuming small-amplitude free-surface elevation, a linearized sloshing problem is obtained, and its solution provides sloshing frequencies, modes, and masses. Based on an “impulsive-convective” decomposition of the container-fluid motion, an efficient methodology is proposed for the calculation of seismic force. The methodology gives rise to appropriate spring-mass mechanical models, which represent sloshing effects on the container-fluid system in an elegant and

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10

Rasi, José Roberto, Jorge Augusto Serafim, Wellington Mazer, Roberto Bernardo, Donizete Caunetto, and Jonathan Figueiredo Broetto. "ANÁLISE COMPARATIVA DE DIMENSIONAMENTO DE TANQUES VERTICAIS PARA ARMAZENAMENTO DE ÁGUA DE UTILIZANDO AS NORMAS API 650, AWWA D-100 E NBR 7821 / COMPARATIVE ANALYSIS OF THE DESIGNING OF VERTICAL TANKS FOR WATER STORAGE ACCORDING TO API 650, AWWA D-100 AND, NBR 7821 STANDARDS." Brazilian Journal of Development 7, no. 3 (2021): 26074–91. http://dx.doi.org/10.34117/bjdv7n3-352.

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