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Mechanical Analysis of a Super-Large-Diameter Shield Tailskin Under Deep Ground Load
The deformation and stress of a super-large-diameter shield tailskin are analyzed in this paper. Four kinds of structure analysis models, i.e. the perfect solid shell model, the defected solid shell model, the perfect hollow-layered shell model, and the defected hollow-layered shell model are formed to study the effects of initial geometrical defects and the hollow-layered shell formation on the deformation properties of the tailskin. Using the FEM modelling, the defected hollow-layered shell model gets a maximum deformation of 18.8 mm and a maximum Mises-stress of 304 MPa under the ultimate load condition, which indicates plastic deformation; while the perfect solid shell model shows a corresponding result of 3.6 mm and 71.6 MPa. The study shows initial geometrical defects and hollow-layered shell formation lead to much larger deformation and higher stress value, compared with the perfect solid shell model. It is necessary to consider these two factors when designing super-large-diameter shields for deep-buried tunnels.
LOKASI: Ruang Koleksi Umum
Rak: 2
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Informasi Detail
Judul Seri |
Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction
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No. Panggil |
624.19 (063) ZHO m
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Penerbit | Springer : Shanghai., 2018 |
Deskripsi Fisik |
442-450p.: Illus.; 18 x 24 cm
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Bahasa |
English
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ISBN/ISSN |
978-981-13-0016-5
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Klasifikasi |
624.19 (063)
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Tipe Isi |
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Tipe Media |
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Tipe Pembawa |
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Info Detail Spesifik |
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Pernyataan Tanggungjawab |
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