Controlled mechanical loss underpins the long-term integrity of methane hydrate reservoirs.
Grain size and loading frequency dictate elastoplastic fracture or viscoelastic dissipation.
Measured low-frequency limit explains exceptional natural stability.
Cage transformations and phase transitions at GBs efficiently release strain energy.
To Dissipate is to Stabilize: Mechanical Loss in Methane Hydrates
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Distribution profiles of potential energy of water molecules (Ew) in polycrystalline methane hydrates (PMHs)
Dynamic mechanical properties of polycrystalline methane hydrates (PMHs)
Relationship between dynamic moduli and d in PMHs
Molecular diffusions in polycrystalline methane hydrates
Structure transformations between clathrate cages in polycrystalline methane hydrates
Microstructure changes in polycrystalline methane hydrates subjected to cyclic shear loads
Dynamic mechanical properties and microstructural evolution of polycrystalline methane hydrates (PMHs)
(A) Schematic of mechanical model for PMHs. Two mechanical modes are defined: Mode I (high-frequency, ωτ0 ≈ 0.1), represented by a parallel elastic-plastic model capturing solid-like elasto-plastic response; and Mode II (low-frequency, ωτ0 < 0.02), incorporating viscous elements to describe viscoelastic deformation with enhanced time-dependent processes. k1 and k2 represent the elastic modulus of the grains and the GBs of PMHs, respectively. η is the coefficient of viscosity at the GBs. Hij and Hmn are the initial frictional resistance of the grains and the GBs, respectively. d and T represent the grain size and temperature. ω represents the frequency. (B) Loss tangent frequency spectrum of PMHs, as well as other materials including supramolecular hydrogel,78 SPN,79 and SPN-3.80