Design and optimization of secant pipe roofing structure applied in subway stations

Lu B.; Zhao W.; Cao W.Wang W.Jia P.Du X.Li W.

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Design and optimization of secant pipe roofing structure applied in subway stations

机译：Design and optimization of secant pipe roofing structure applied in subway stations

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? 2023 Elsevier LtdA secant pipe roofing (SPR) structure is a novel pipe roofing structure with considerable potential as a supporting structure for subway stations, whose structural system affects the bending loading conditions during construction. Therefore, it is essential to conduct further flexural research. However, minimal research has focused on the flexural behavior of SPR structures; in addition, the influence of parameters remains unclear and optimal parameter combinations remain lacking. Hence, the main purpose of this study was to investigate the flexural performance of the SPR structure and establish a finite element (FE) model with precise material constitutive models to optimize the parameters. First, the flexural behavior of the SPR structure was investigated using flexural tests. During the entire loading process, all specimens exhibited ductility, with the specimens' three stress phases and failure mechanisms discussed and clarified based on the experimental results. Subsequently, 16 sets of FE models were built to study the effects of the parameters on the ultimate capacity, deformation, and cost of the SPR structure. Furthermore, the calculations of the ultimate capacity and SPR flexural stiffness obtained using the proposed formulas were consistent with the experimental results and numerical simulations. Finally, a combination of different parameters was optimized using the fuzzy mathematical theory. The optimal parameter combination is a steel pipe diameter: steel pipe thickness: steel bar diameter: adjacent steel pipes’ overlapping length is 1:0.03:0.04:0.37. These results are expected to provide a reliable reference for the design and application of SPR structures.

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《Tunnelling and underground space technology》 |2023年第5期|1.1-1.14|共14页
作者
Lu B.; Zhao W.; Cao W.Wang W.Jia P.Du X.Li W.;
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作者单位

School of Resources and Civil Engineering Northeastern University;

Department of Civil and Environmental Engineering University of Michigan;

School of Rail Transportation Soochow UniversityThe School of Civil and Environmental Engineering University of New South WalesGuangzhou Metro Design and Research Institute Co. Ltd.;

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正文语种英语
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Finite element analysis; Flexural stiffness; Secant pipe roofing (SPR) structure; Structural optimization; Ultimate capacity;

Design and optimization of secant pipe roofing structure applied in subway stations

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