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- W4310291409 abstract "To ensure that steel-reinforced flexible pipe (SRFP) constructions continue to function even after their outer sheath is breached, they are designed with suitable wet collapse capabilities under curvature effects. The primary aim of the current study was to confirm and further investigate the effect of curvature on the wet collapse behavior of SRFPs. Improved physical experimentation was proposed, enabling the bending of a full-scale SRFP subjected to hydrostatic pressure and realization of its wet collapse pressure. The test data concerning the pressure and deformation of test samples provide a solid basis for the model validation of this study and confirm the curvature effect on the wet collapse pressure of SRFP based on the experimental results. More importantly, a three-dimensional (3D) full-scale finite element modeling strategy was proposed to visualize the wet collapse behavior of SRFPs over time by numerically simulating the entire experimental process. The numerical simulation results, related to the wet collapse pressure and cross-sectional deformation, are consistent with the test results, demonstrating the accuracy of the model. The plastic zone extension was investigated based on simulation results. Furthermore, the degree of reduction in the wet collapse pressure of models with different diameters and enhancement factors was numerically investigated using the proposed modeling technique. The results and test data provide references for the design and practical applications of SRFPs." @default.
- W4310291409 created "2022-11-30" @default.
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- W4310291409 date "2023-03-01" @default.
- W4310291409 modified "2023-10-16" @default.
- W4310291409 title "Wet collapse mechanism of steel-reinforced flexible pipe structures under curvature effect: Physical experimentation and numerical simulation" @default.
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- W4310291409 doi "https://doi.org/10.1016/j.compstruct.2022.116539" @default.
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