Analytical model for the nonlinear buckling responses of the confined polyhedral FGP-GPLs lining subjected to crown point loading. (1st May 2023)

• Record Type: Journal Article
• Authors: Xiao, Xinhui; Zhang, Qian; Zheng, Junxing; Li, Zhaochao
• Is Part Of: Engineering structures. Volume 282(2023)
• Publication Date: 2023-05-01
• Subjects: Functionally graded porous -- Graphene platelets -- Nonlinear buckling -- Structural stability -- Bio-inspired polyhedral lining; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2023.115780
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A novel polyhedral profile is developed to rehabilitate the damaged pipeline. The polyhedral ring is characterized by functionally graded porous. The graphene platelets are used to reinforce the polyhedral ring. Analytical derivations are obtained to express the buckling load. The equilibrium paths are plotted explicitly for FGP-GPLs polyhedral ring. Abstract: This paper focuses on the nonlinear buckling responses of the confined functionally graded porous (FGP) lining with polyhedral shapes reinforced by graphene platelets (GPLs). The FGP-GPLs polyhedral lining is surrounded tightly and rigidly by a medium. It is assumed that the interface is smooth between the lining and pipeline. The deformation of the lining may be represented by an admissible displacement expression when a point load is applied at the crown position. Afterward, the nonlinear governing equilibrium equations are obtained explicitly by combining the thin-walled shell theory and the principle of minimum potential energy. Solving the nonlinear governing equilibrium equations yields the critical buckling load. A comparison study is strictly completed with the other closed-form solutions when the polyhedral lining reduces to a circular one. In addition, an improvement factor is quantified to understand the effect of polyhedral shapes on the bending stiffness. Finally, the effects of polyhedral shapes, porosity coefficient, weight fraction, and geometric parameters of the GPLs are explored in terms of buckling load, hoop force, and bending moment.