exostosis
发表于 2025-3-25 04:13:55
Dialogical models of argumentation,element mesh. As a solution strategy for the constrained problem, we use a classical barrier method. Beside the theoretical aspects and the implementation, a numerical experiment is presented. We illustrate the performance of the proposed r-adaptivity in the case of a cracked specimen.
anticipate
发表于 2025-3-25 07:38:37
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完成
发表于 2025-3-25 15:25:18
Non-Insulin-Dependent Diabetes Mellitus,e in agreement with the second law of thermodynamics and to resemble the (classical) Ginzburg-Landau equation. Numerical simulations show the features of the model and the interaction of domain structures with defects.
Stricture
发表于 2025-3-25 18:07:27
Material forces in finite elasto-plasticity with continuously distributed dislocations,lasto-plasticity and on constitutive restrictions imposed by the free energy imbalance. The presence of the material forces (microforce and microstress momentum) is a key point in the exposure, and viscoplastic (generally rate dependent) constitutive representation are derived.
–DOX
发表于 2025-3-25 22:12:16
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一再遛
发表于 2025-3-26 00:26:15
Energy-based r-adaptivity: a solution strategy and applications to fracture mechanics,element mesh. As a solution strategy for the constrained problem, we use a classical barrier method. Beside the theoretical aspects and the implementation, a numerical experiment is presented. We illustrate the performance of the proposed r-adaptivity in the case of a cracked specimen.
门闩
发表于 2025-3-26 05:31:55
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Substance
发表于 2025-3-26 08:36:58
Phase field simulation of domain structures in ferroelectric materials within the context of inhomoe in agreement with the second law of thermodynamics and to resemble the (classical) Ginzburg-Landau equation. Numerical simulations show the features of the model and the interaction of domain structures with defects.
brother
发表于 2025-3-26 16:05:16
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CUB
发表于 2025-3-26 18:04:54
An adaptive singular finite element in nonlinear fracture mechanics, where we can use special crack tip elements and/or path independency. To overcome this problem we propose an adaptive singular element, which adapts automatically to the type of singularity. The adaption is based on an optimisation procedure using a variational principle.