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The erosion wear experiment showes that the anti-erosion performance of FPU continuously improved with the increasing of fluorine content, however, the cohesive pressure of FPU continuously reduced with the increasing of fluorine content.
Especially when the molar dosage of TEOH-10 was 0.3 0.5 theoretical quantity of MDI, the water absorption of FPU is only between 0.0146% and 0.0182%, and the high cohesive pressure of FPU maintained at 10.31MPa 10.79 MPa after 3200 h' water soaking.
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In this work, a 3D numerical model is developed for simulation of a fluid-driven debonding fracture using the coupled pore pressure cohesive zone method.
Fluid solid coupling elements were used to describe the behavior of formation stress seepage flow coupling; pore pressure cohesive elements based on damage mechanics were employed to simulate the process of fracture initiation and propagation.
Fluid solid coupling elements were used to describe the behavior of formation stress seepage flow coupling; pore pressure cohesive elements were employed to simulate the process of fracture initiation and propagation in formation.
The expressions of cohesive energy density, internal pressure Pi and the Vm at which Pi is maximum are also obtained based on the equation of configurational energy.
Four years of playing together had given the team a distinct personality: poised, cohesive, and calm under pressure.
Based on the mechanical parameters under different confining pressures, the cohesive force and the internal friction angle were derived to be 23.389 MPa and 32°, respectively.
The probability distribution of cyclic-load-induced pore pressure in contractive cohesive soil is derived based on its dependence on the compressibility of voids.
A modified cohesive zone model, namely pore pressure cohesive zone model, has been used in this study to simulate the fracture initiation and propagation behavior.
In the case of a thrust fault that retains (or has acquired) some cohesive strength, c, the fluid pressure requirement for reactivation of faults approaching frictional lock-up becomes supralithostatic (P f = σ v + c/μ s) (Sibson 2009).
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