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Titlebook: Constitutive Modelling of Granular Materials; Dimitrios Kolymbas Book 2000 Springer-Verlag Berlin Heidelberg 2000 Constitutive.bifurcation

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樓主: Adentitious
31#
發(fā)表于 2025-3-26 23:21:10 | 只看該作者
Urban Village Redevelopment in Beijing non-associative plasticity with combined hardening. Both models perform qualitatively well in spite of some discrepancies in comparison with experiments. A modification of the hypoplastic model is tested showing both an improvement as well as additional malfunctions in the model behaviour.
32#
發(fā)表于 2025-3-27 03:31:03 | 只看該作者
Book 2000 many different models compete with each other. However, the complexity of the models hinders their comparison, and the potential users are confused and, often, disencouraged. This book is expected to serve as a milestone in the present situation, to evaluate the present methodes, to clear up the si
33#
發(fā)表于 2025-3-27 09:03:07 | 只看該作者
34#
發(fā)表于 2025-3-27 10:02:25 | 只看該作者
35#
發(fā)表于 2025-3-27 14:28:03 | 只看該作者
36#
發(fā)表于 2025-3-27 19:49:41 | 只看該作者
Hypoplasticity then and nowsoils known as .. Our previous publications on this issue have been purely seriatim and mainly for specialists. It now seems timely to attempt a unified, general presentation, which moreover is directed also to nonspe- cialists. In doing so, some emphasis is placed on the ideas and methodology under
37#
發(fā)表于 2025-3-27 22:49:54 | 只看該作者
38#
發(fā)表于 2025-3-28 05:25:26 | 只看該作者
Uniqueness, second order work and bifurcation in hypoplasticity boundary value problems are first classified. Uniqueness (and existence) theorems are recalled and relations with the so called second order work criterion are studied. A complete shear band localization analysis is given and considered as a special case of non uniqueness of some boundary value pro
39#
發(fā)表于 2025-3-28 08:21:23 | 只看該作者
40#
發(fā)表于 2025-3-28 13:31:37 | 只看該作者
Microscopic approach contributions to constitutive modellingterials in order to identify the appropriate physically sound continuum model which then might be incorporated into finite element analyses of engineering scale problems. Little progress has been made to achieving this long term objective. However, during the last twenty years, DEM simulations have
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