F
Feiyang Wang
Researcher at Tongji University
Publications - 6
Citations - 90
Feiyang Wang is an academic researcher from Tongji University. The author has contributed to research in topics: Deformation (meteorology) & Brittleness. The author has an hindex of 3, co-authored 6 publications receiving 27 citations. Previous affiliations of Feiyang Wang include University of Shanghai for Science and Technology & Lille University of Science and Technology.
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Random evolution of multiple cracks and associated mechanical behaviors of segmental tunnel linings using a multiscale modeling method
TL;DR: In this paper, a multiscale modeling method is proposed in which potentially damaged and non-damaged zones are recognized according to pre-analysis results and then simulated at different scales.
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Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode
Feiyang Wang,Hongwei Huang +1 more
TL;DR: The joint leakage in a shield tunnel is a common defect and difficult to accurately quantified due to the complex deformation mode and stress state, which seriously threatens the servicemen.
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Probabilistic characteristics analysis for the time-dependent deformation of clay soils due to spatial variability
TL;DR: In this paper, the authors considered the spatial variability of the soil deformation and proposed a probabilistic model for consolidation and creep deformation in a clay soil with respect to spatial variability.
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Cracking feature and mechanical behavior of shield tunnel lining simulated by a phase-field modeling method based on spectral decomposition
TL;DR: In this article, a phase-field modeling method based on spectral decomposition is proposed to simulate the shield tunnel lining with mixed-mode cracks, which unifies the critical energy release rate and crack-driving strain energy.
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A phase-field modeling method for the mixed-mode fracture of brittle materials based on spectral decomposition
TL;DR: In this article, a new framework of the phase-field method is proposed based on the unified tensile fracture criterion, in which the crack-driving strain energy is evaluated by the spectral representation with a thermodynamic consistent projection operator to ensure the thermodynamic consistency.