Numerical investigation of the mechanical behavior of deformed segmental tunnel linings, strengthened by epoxy-bonded filament wound profiles

Tunnelling and Underground Space Technology - Tập 78 - Trang 231-244 - 2018
Xian Liu1,2, Zijie Jiang1, Yong Yuan1, Herbert A. Mang1,3
1College of Civil Engineering, Tongji University, Shanghai, China
2Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, Shanghai, China
3Institute for Mechanics of Materials and Structures, Vienna University of Technology, Vienna, Austria

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Tunnelling and Underground Space Technology

Tập 78

231-244

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