نتایج جستجو برای: softening and hardening

تعداد نتایج: 16830361  

This research presents the modeling and analysis for the buckling and postbuckling behavior of sandwich plates under thermal and mechanical loads. The lay-up configurations of plates are laminated composite with concentric stiffener and surface mounted piezoelectric actuators. The plates are in contact with a three-parameter elastic foundation including softening and/or hardening nonlinearity. ...

2001
A. M. Cuitiño Guofeng Wang Alejandro Strachan

In this paper we present a modeling approach to bridge the atomistic with macroscopic scales in crystalline materials. The methodology combines identification and modeling of the controlling unit processes at microscopic level with the direct atomistic determination of fundamental material properties. These properties are computed using a many body Force Field derived from ab initio quantum-mec...

2006
R. C. Batra

We analyze the stability of homogeneous simple tensile/compressive deformations of an isotropic heat-conducting thermoviscoplastic bar by studying the growth of infinitesimal perturbations superimposed upon a homogeneous deformation. The smallest axial strain at which the superimposed perturbation has a positive initial growth rate is called the instability strain. Two criteria are used to dete...

Journal: :MATEC web of conferences 2021

Structural and phase changes occurring in laser-hardened steels after tempering at different temperatures are considered. It is shown that the optimization of laser processing subsequent allows to increase heat resistance 50-120°C by maintaining a high density defects crystal structure appearance uniform allocation dispersed carbide particles. established for laser-irradiated metal, from energy...

Journal: :international journal of civil engineering 0
m. jahanandish dept. of civil eng., shiraz university, shiraz, iran m. veiskarami dept. of civil eng., shiraz university, shiraz, iran a. ghahramani dept. of civil eng., shiraz university, shiraz, iran

foundations behavior is affected by soil behavior which can vary from dilative to contractive depending on the stress level, particularly in dense frictional soils. the zero extension lines (zel) method has been generally developed to predict the foundations behavior. knowledge of soil behavior enables the zel method to predict the general and local shear failure modes. in this paper, a relativ...

Journal: :TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A 1982

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