A rational design approach of intermediate wind girders on large storage tanks. (July 2015)
- Record Type:
- Journal Article
- Title:
- A rational design approach of intermediate wind girders on large storage tanks. (July 2015)
- Main Title:
- A rational design approach of intermediate wind girders on large storage tanks
- Authors:
- Bu, Fan
Qian, Caifu - Abstract:
- Abstract: In storage tanks, intermediate wind girders are used to prevent the buckling failure of tank wall caused by wind load. For the design of the intermediate wind girders, two key parameters must be determined: the size of intermediate wind girders and the spacing between the girders. In the code API650, the spacing is expressed as the maximum height of the unstiffened tank wall and the size is referred to the minimum section modulus. In this paper, the design approach for the maximum height of the unstiffened tank wall and the simplified mechanical model for the minimum section modulus adopted in API650 were presented to reveal the simplification regarding the magnitude and action zone of wind load and the negligence of the strengthening effects of the tank bottom. A 3D finite element model was built to study the wind pressure distribution around the tank and strengthening effects of the tank bottom. Optimal analysis to minimize the weight of the wind girders for a given wind load was performed numerically and formulas for the size and spacing of the wind girders according to the optimal results were given. Based on the optimal design proposed in this paper, the material consumed for the winder girders were significantly reduced. Highlights: The design approaches for the wind girders in API650 were presented. 3D model is established to simulate the real distribution of wind load. The strengthening effects of the tank bottom is considered. Based on this designAbstract: In storage tanks, intermediate wind girders are used to prevent the buckling failure of tank wall caused by wind load. For the design of the intermediate wind girders, two key parameters must be determined: the size of intermediate wind girders and the spacing between the girders. In the code API650, the spacing is expressed as the maximum height of the unstiffened tank wall and the size is referred to the minimum section modulus. In this paper, the design approach for the maximum height of the unstiffened tank wall and the simplified mechanical model for the minimum section modulus adopted in API650 were presented to reveal the simplification regarding the magnitude and action zone of wind load and the negligence of the strengthening effects of the tank bottom. A 3D finite element model was built to study the wind pressure distribution around the tank and strengthening effects of the tank bottom. Optimal analysis to minimize the weight of the wind girders for a given wind load was performed numerically and formulas for the size and spacing of the wind girders according to the optimal results were given. Based on the optimal design proposed in this paper, the material consumed for the winder girders were significantly reduced. Highlights: The design approaches for the wind girders in API650 were presented. 3D model is established to simulate the real distribution of wind load. The strengthening effects of the tank bottom is considered. Based on this design proposed, the material was significantly reduced. … (more)
- Is Part Of:
- Thin-walled structures. Volume 92(2015)
- Journal:
- Thin-walled structures
- Issue:
- Volume 92(2015)
- Issue Display:
- Volume 92, Issue 2015 (2015)
- Year:
- 2015
- Volume:
- 92
- Issue:
- 2015
- Issue Sort Value:
- 2015-0092-2015-0000
- Page Start:
- 76
- Page End:
- 81
- Publication Date:
- 2015-07
- Subjects:
- Large storage tank -- Intermediate wind girder -- Wind load -- Tank bottom -- Finite element analysis -- Buckling
Thin-walled structures -- Periodicals
690.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638231 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.tws.2015.02.024 ↗
- Languages:
- English
- ISSNs:
- 0263-8231
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 8820.121000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 6282.xml