The effect of eccentricity on the collapse behaviour of sandwich pipes
•A two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS.•Verified numerical modelling combined with a Python scripting program is employed for the parametric analysis.•The results show that eccentricity has a sign...
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| Vydané v: | Applied ocean research Ročník 124; s. 103190 |
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| Hlavní autori: | , , , , , |
| Médium: | Journal Article |
| Jazyk: | English |
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Elsevier Ltd
01.07.2022
Elsevier BV |
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| ISSN: | 0141-1187, 1879-1549 |
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| Abstract | •A two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS.•Verified numerical modelling combined with a Python scripting program is employed for the parametric analysis.•The results show that eccentricity has a significant effect on the collapse of SPs.
Sandwich pipes (SPs) with adequate strength performance and thermal insulation capacity have become an attractive choice for oil and gas transportation in deep water. The SP has a more complex structural configuration than the traditional single wall pipe. The fabrication process can induce eccentric behaviours of the pipe layers, influencing the external pressure resistance capacity. In this paper, a two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS. Experimental results are employed to calibrate the numerical models. The verified numerical model combined with a Python scripting program is employed to develop the parametric analysis models. The effects of geometric parameters, material properties, and interlayer friction coefficients with different eccentricities on the SP collapse behavior are investigated. The results show that eccentricity has a significant effect on the collapse of SPs. With the increase of eccentricity, the collapse pressure of SP decreases significantly. Based on the numerical simulations, the optimized design under different geometric parameters, material properties, and interlayer friction coefficients is proposed, reducing the eccentricity effect while optimizing the collapse strength of the sandwich pipe. The present results will support the design and engineering application of deepwater sandwich pipe structures. |
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| AbstractList | •A two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS.•Verified numerical modelling combined with a Python scripting program is employed for the parametric analysis.•The results show that eccentricity has a significant effect on the collapse of SPs.
Sandwich pipes (SPs) with adequate strength performance and thermal insulation capacity have become an attractive choice for oil and gas transportation in deep water. The SP has a more complex structural configuration than the traditional single wall pipe. The fabrication process can induce eccentric behaviours of the pipe layers, influencing the external pressure resistance capacity. In this paper, a two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS. Experimental results are employed to calibrate the numerical models. The verified numerical model combined with a Python scripting program is employed to develop the parametric analysis models. The effects of geometric parameters, material properties, and interlayer friction coefficients with different eccentricities on the SP collapse behavior are investigated. The results show that eccentricity has a significant effect on the collapse of SPs. With the increase of eccentricity, the collapse pressure of SP decreases significantly. Based on the numerical simulations, the optimized design under different geometric parameters, material properties, and interlayer friction coefficients is proposed, reducing the eccentricity effect while optimizing the collapse strength of the sandwich pipe. The present results will support the design and engineering application of deepwater sandwich pipe structures. Sandwich pipes (SPs) with adequate strength performance and thermal insulation capacity have become an attractive choice for oil and gas transportation in deep water. The SP has a more complex structural configuration than the traditional single wall pipe. The fabrication process can induce eccentric behaviours of the pipe layers, influencing the external pressure resistance capacity. In this paper, a two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS. Experimental results are employed to calibrate the numerical models. The verified numerical model combined with a Python scripting program is employed to develop the parametric analysis models. The effects of geometric parameters, material properties, and interlayer friction coefficients with different eccentricities on the SP collapse behavior are investigated. The results show that eccentricity has a significant effect on the collapse of SPs. With the increase of eccentricity, the collapse pressure of SP decreases significantly. Based on the numerical simulations, the optimized design under different geometric parameters, material properties, and interlayer friction coefficients is proposed, reducing the eccentricity effect while optimizing the collapse strength of the sandwich pipe. The present results will support the design and engineering application of deepwater sandwich pipe structures. |
| ArticleNumber | 103190 |
| Author | Yang, Jiankun Li, Mingliang Sun, Baojiang Fu, Guangming Estefen, Segen F. Shi, Chen |
| Author_xml | – sequence: 1 givenname: Guangming surname: Fu fullname: Fu, Guangming email: fu@lts.coppe.ufrj.br organization: Key Laboratory of Unconventional Oil & Gas Development, China University of Petroleum (East China), Qingdao 266580, China – sequence: 2 givenname: Mingliang surname: Li fullname: Li, Mingliang organization: Key Laboratory of Unconventional Oil & Gas Development, China University of Petroleum (East China), Qingdao 266580, China – sequence: 3 givenname: Jiankun surname: Yang fullname: Yang, Jiankun organization: Beijing Geoscience Center, Schlumberger Beijing, Tsinghua Parking, 100085 – sequence: 4 givenname: Baojiang surname: Sun fullname: Sun, Baojiang organization: Key Laboratory of Unconventional Oil & Gas Development, China University of Petroleum (East China), Qingdao 266580, China – sequence: 5 givenname: Chen surname: Shi fullname: Shi, Chen organization: School of Ocean Engineering, Harbin Institute of Technology at Weihai, Weihai, Shandong 264209, China – sequence: 6 givenname: Segen F. surname: Estefen fullname: Estefen, Segen F. organization: Ocean Engineering Department, Federal University of Rio de Janeiro, Rio de Janeiro 21945-970, Brazil |
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| Keywords | Sandwich pipe Eccentricity degree Collapse pressure Experimental verification Numerical model |
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| Snippet | •A two-dimensional numerical model of eccentrical sandwich pipes under external pressure is developed using the finite element software ABAQUS.•Verified... Sandwich pipes (SPs) with adequate strength performance and thermal insulation capacity have become an attractive choice for oil and gas transportation in deep... |
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| SubjectTerms | Coefficients Collapse Collapse pressure Collapse strength Deep water Design Eccentricity degree Experimental verification Fabrication Friction Insulating materials Mathematical models Numerical model Parameters Pipes Pressure Properties Sandwich pipe Thermal insulation |
| Title | The effect of eccentricity on the collapse behaviour of sandwich pipes |
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