Effect of Ovality Length on Collapse Strength of Imperfect Sandwich Pipes Due to Local Buckling
The effect of ovality length on imperfect sandwich pipes is investigated using the finite element method in the scenario of local buckling under external pressure. First, the finite element model of the imperfect sandwich pipelines is established in ANSYS and is validated by comparing the results fr...
Main Authors: | Ruoxuan Li, Bai-Qiao Chen, C. Guedes Soares |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2021-12-01
|
Series: | Journal of Marine Science and Engineering |
Subjects: | |
Online Access: | https://www.mdpi.com/2077-1312/10/1/12 |
Similar Items
-
Design Equation of Buckle Propagation Pressure for Pipe-in-Pipe Systems
by: Ruoxuan Li, et al.
Published: (2023-03-01) -
Analysis on collapse behavior of sandwich pipelines considering the eccentric effect
by: Guangming FU, et al.
Published: (2021-11-01) -
Lateral Buckling of Subsea Pipelines Triggered by Sleeper with a Nonlinear Pipe–Soil Interaction Model
by: Zhenkui Wang, et al.
Published: (2022-05-01) -
Local Buckling Characteristics of Stainless-Steel Polypropylene Deep-Sea Sandwich Pipe under Axial Tension and External Pressure
by: Jianxing Yu, et al.
Published: (2021-08-01) -
Probabilistic Collapse Design and Safety Assessment of Sandwich Pipelines
by: Utkarsh Bhardwaj, et al.
Published: (2022-10-01)