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

Fillmore

书目名称Mechanical Modelling and Computational Issues in Civil Engineering影响因子(影响力)




书目名称Mechanical Modelling and Computational Issues in Civil Engineering影响因子(影响力)学科排名




书目名称Mechanical Modelling and Computational Issues in Civil Engineering网络公开度




书目名称Mechanical Modelling and Computational Issues in Civil Engineering网络公开度学科排名




书目名称Mechanical Modelling and Computational Issues in Civil Engineering被引频次




书目名称Mechanical Modelling and Computational Issues in Civil Engineering被引频次学科排名




书目名称Mechanical Modelling and Computational Issues in Civil Engineering年度引用




书目名称Mechanical Modelling and Computational Issues in Civil Engineering年度引用学科排名




书目名称Mechanical Modelling and Computational Issues in Civil Engineering读者反馈




书目名称Mechanical Modelling and Computational Issues in Civil Engineering读者反馈学科排名

伴随而来

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.

Preserve

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.

TRACE

apiary

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.

Abrade

Obsequious

ingenue

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.

不愿

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.

Mnemonics

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.