Leaven
发表于 2025-3-23 11:51:09
Theoretical Model,in diameter. First, a non-polar hypoplastic constitutive model formulated at Karlsruhe University by Gudehus (1996) and Bauer (1996) for mainly monotonic deformation paths is summarized. Some results of so-called element tests (oedometric compression, triaxial compression, cyclic simple shearing) by
字谜游戏
发表于 2025-3-23 16:15:48
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conspicuous
发表于 2025-3-23 21:24:32
Finite Element Calculations: Advanced Results,lculations were carried out with the finite element method on the basis of a micro-polar hypoplastic model. The following problems were considered: sandpiles, direct symmetric cyclic shearing under constant normal stiffness condition, wall boundary conditions, deterministic and statistical size effe
Adenoma
发表于 2025-3-23 23:53:51
Epilogue,ation is a fundamental phenomenon. It can occur in the interior domain in the form of a spontaneous shear zone as a single shear zone, a multiple or a regular pattern of zones or it can be also created in the form of an induced single shear zone along walls of structures. Thus, it has to be taken in
兽群
发表于 2025-3-24 04:44:54
Book 2008ng my long research stay at the Institute of Soil and Rock Mechanics at Karlsruhe University from 1985 to 1996. I dedicate my book to Prof. Gerd Gudehus from Germany, the former head of the Institute of Rock and Soil Mechanics at Karlsruhe University and the supervisor of my scientific research duri
制造
发表于 2025-3-24 08:05:32
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Insul岛
发表于 2025-3-24 14:34:54
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洞穴
发表于 2025-3-24 17:02:37
Finite Element Calculations: Advanced Results,cts, non-coaxiality and stress-dilatancy rule and textural anisotropy. Attention was paid to the thickness and spacing of shear zones. Numerical solutions were compared with corresponding laboratory tests.
荨麻
发表于 2025-3-24 20:26:16
1866-8755 l modelling of behaviour of granular bodies by taking into aThis book includes a numerical investigation of shear localization in granular materials within micro-polar hypoplasticity, which was carried out during my long research stay at the Institute of Soil and Rock Mechanics at Karlsruhe Universi
不理会
发表于 2025-3-25 00:43:10
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