Buckling of the Steel Liners of Underground Road Structures: the Sensitivity Analysis of Geometrical Parameters

• Main Authors: Ali Ghorbani, Hadi Hasanzadehshooiili, Antanas Šapalas, Ali Lakirouhani
• Format: Article
• Language: English
• Published: RTU Press 2013-12-01
• Series: The Baltic Journal of Road and Bridge Engineering
• Subjects: buckling; finite element method (fem); steel arch-shell support system; sensitivity analysis; underground road structures; geometrical parameters; cosine amplitude method (cam)
• Online Access: https://bjrbe-journals.rtu.lv/article/view/3579
• ISSN: 1822-427X; 1822-4288

Designing a suitable, applicable and efficient support system for underground road structures have always been one of the most important engineering tasks for tunnel engineers. There are some different support systems applied to making underground structures safe against overburden and lateral pressures. Among these systems, permanent or temporary steel frames, wire meshes, rock bolts and shotcretes have been commonly used for suffering the exerted burdens and making the structure a safe place. This paper proposes a numerical analysis of the geometrical instability of steel-arch shells as one of the main bodies of underground road structure liners by means of calculating their buckling load and utilizing the finite element method. In this regard, a considerable number of structures (84) having different geometrical parameters have been modelled and their buckling loads have been calculated. For this purpose, the thickness, internal angle and radius of the periphery cylinder of the arch-shell system were considered taking into account geometrical parameters. Moreover, to accurately model the buckling load using the proposed algorithm, the weight of the structure has also been included in the made calculations. Finally, as the main scope is based on the Cosine Amplitude Method, sensitivity analysis is carried out to investigate the strength of the relationship between each input geometrical parameter and their buckling load. Based on the obtained relationships, the thickness of the structure is reported as the most affective geometrical parameter on buckling steel arch-shell support systems. In addition, the internal angle of arch supports is the least influential parameter.