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Titlebook: Mechanical Modelling and Computational Issues in Civil Engineering; Michel Frémond,Franco Maceri Book 2005 Springer-Verlag Berlin Heidelbe

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發(fā)表于 2025-3-21 17:07:03 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書(shū)目名稱(chēng)Mechanical Modelling and Computational Issues in Civil Engineering
編輯Michel Frémond,Franco Maceri
視頻videohttp://file.papertrans.cn/629/628316/628316.mp4
概述Outcome of a meeting of a European research project on the highest scientific level.Includes a wonderful full-colour presentation about monumental dams
叢書(shū)名稱(chēng)Lecture Notes in Applied and Computational Mechanics
圖書(shū)封面Titlebook: Mechanical Modelling and Computational Issues in Civil Engineering;  Michel Frémond,Franco Maceri Book 2005 Springer-Verlag Berlin Heidelbe
描述.In this edited book various novel approaches to problems of modern civil engineering are demonstrated. Experts associated within the Lagrange Laboratory present recent research results in civil engineering dealing both with modelling and computational aspects. Many modern topics are covered, such as monumental dams, soil mechanics and geotechnics, granular media, contact and friction problems, damage and fracture, new structural materials, and vibration damping – presenting the state of the art of mechanical modelling and computational issues in civil engineering. .
出版日期Book 2005
關(guān)鍵詞Civil Engineering; Mechanical Modelling; Monumental Dams; Soils; Stab; concrete; reinforced concrete; struc
版次1
doihttps://doi.org/10.1007/3-540-32399-6
isbn_softcover978-3-642-06496-8
isbn_ebook978-3-540-32399-0Series ISSN 1613-7736 Series E-ISSN 1860-0816
issn_series 1613-7736
copyrightSpringer-Verlag Berlin Heidelberg 2005
The information of publication is updating

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Water Transport in Soil with Phase Change, smallscale soil samples. Then, numerical simulations are compared to experimental drying kinetics carried out on macroscopic soil samples. Good agreement is obtained, which strengthens the hypothesis of transport in the gas phase associated with a nonequilibrium liquid/gas phase change.
板凳
發(fā)表于 2025-3-22 01:54:21 | 只看該作者
A Plasticity Model and Hysteresis Cycles,ified, the response to any series of loading and unloading is easily computed. An uniaxial tensile test or experimental hysteresis cycles permit to identify the parameters through a nonlinear least square method. The study of experimental hysteresis cycles for important loads permits an easy evaluation of these characteristics parameters.
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Singular equilibrated stress fields for no-tension panels,with zero divergence. Such stress fields are explicitly determined under the assumption that the measure is absolutely continuous outside a smooth curve which supports a δ type singularity of the stress.
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Thermo-mechanical Behaviour of a Soil. Yield Surface Evolution,rding to temperature ranging between 20°C and 60°C. For the studied soil, the experimental study shows a thermo-extensible nature of the yield surface. An explanation of this result is proposed while gone by microscopic considerations in touch with capillary meniscuses evolution according to temperature and suction.
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發(fā)表于 2025-3-23 02:41:28 | 只看該作者
Softening Behavior of Reinforced Cementitious Beams,nd a numerical procedure is proposed. Numerical applications are developed in order to analyze the axial and the bending response of reinforced concrete and masonry beams and to assess the efficiency of the proposed procedure. Comparisons with analytical solutions are reported.
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發(fā)表于 2025-3-23 06:00:39 | 只看該作者
Approach of Mechanical Behaviour and Rupture of Cohesive Granular Media. Validation on a Model Medin macroscopic granular samples, we present a validation of the mechanical approach. The approach presented here enables to analyse the localisation of the deformation as well as the initiation and propagation of fractures in granular media.
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