Published December 2017 | Version v1
Journal article

Brittle fracture assessment of the API specification 12F shop welded flat bottom tanks

  • 1. Civil & Environmental Engineering, University of Washington, 201 More Hall, Seattle, WA 98195 (United States)
  • 2. Lyles School of Civil Engineering, Purdue University, 550 Stadium Mall Dr, West Lafayette, IN 47907 (United States)

Description

Highlights: • A brittle fracture evaluation is conducted for API 12F shop welded tanks. • API 12F tank brittle fracture assessed by API 579 "Fitness-for-Service" rules. • Tank fracture assessment using 3D shell/axisymmetric models, and solid sub-models. • API 12F larger diameter tanks can resist 1/4″ length surface crack flaws. • API 12F larger diameter tanks cannot resist 1/4″ length through-wall crack flaws. - Abstract: Above ground storage tanks (AST) are essential equipment in the oil and gas industry. In general, large field erected steel storage tanks have been studied and evaluated to understand their behavior under different loadings and identify possible design flaws. However, deep research is necessary to improve the operation of shop-built storage tanks. Particularly, API 12F storage tanks are commonly used in the upstream, exploration, and production segments of oil and gas projects. The environmental conditions of these projects will depend on their locations and might be harsh and threatening for the equipment operation. This paper investigates the brittle fracture failure of the API 12F shop-welded tanks. An elastic stress analysis using finite element models was developed to determine the response of these equipment to extreme environmental conditions and the API 579 "Fitness-for-Service" rules were implemented to perform the brittle fracture assessment. A brittle fracture evaluation is conducted to inquire the propensity of a material to fail without appreciable plastic deformation. In case of the API 12F tanks, several parameters such as ambient temperature, residual stresses, and material toughness can play significant roles in the behavior of the equipment. Complete 3D models of the current API 12F shop-welded, flat bottom tanks as well as axisymmetric and solid submodels were created to address the brittle fracture evaluation and determine whether these storage tanks can operate safely under extreme conditions. Through-wall and surface crack flaws were considered in the most critical joints of the storage tanks and toughness relative ratios between the response of the steel material and the acceptance criteria of the API 579 standard were calculated to describe the behavior of the equipment.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.ijpvp.2017.10.005

Additional details

Identifiers

DOI
10.1016/j.ijpvp.2017.10.005;
PII
S0308016117301837;

Publishing Information

Journal Title
International Journal of Pressure Vessels and Piping
Journal Volume
158
Journal Page Range
p. 69-78
ISSN
0308-0161
CODEN
PRVPAS

INIS

Country of Publication
United Kingdom
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
50053027
Subject category
S42: ENGINEERING;
Descriptors DEI
AXIAL SYMMETRY; FINITE ELEMENT METHOD; PLASTICITY; RESIDUAL STRESSES; SPECIFICATIONS; STRESS ANALYSIS; TANKS
Descriptors DEC
CALCULATION METHODS; CONTAINERS; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; NUMERICAL SOLUTION; STRESSES; SYMMETRY

Optional Information

Copyright
Copyright (c) 2017 Elsevier Science B.V., Amsterdam, The Netherlands, All rights reserved.