نتایج جستجو برای: winkler elastic foundation

تعداد نتایج: 161880  

Journal: :International Journal of Coal Science & Technology 2022

Abstract The retained coal in the end slope of an open-pit mine can be mined by highwall mining techniques. However, instability mechanism reserved rib pillar under dynamic loads haul trucks and static overlying strata is not clear, which restricts safe efficient application mining. In this study, load-bearing model was established, cusp catastrophe theory safety coefficient were considered, cr...

This paper studies dynamic stability of functionally graded beams with piezoelectric layers subjected to periodic axial compressive load that is simply supported at both ends lies on a continuous elastic foundation. The Young’s modulus of beam is assumed to be graded continuously across the beam thickness. Applying the Hamilton’s principle, the governing dynamic equation is established. The eff...

Journal: :journal of solid mechanics 0
m karimi department of mechanical engineering, isfahan university of technology, isfahan, iran a.r shahidi department of mechanical engineering, isfahan university of technology, isfahan, iran

in this article, surface stress and nonlocal effects on the biaxial and uniaxial buckling of rectangular silver nanoplates embedded in elastic media are investigated using finite difference method (fdm). the uniform temperature change is utilized to study thermal effect. the surface energy effects are taken into account using the gurtin-murdoch’s theory. using the principle of virtual work, the...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه فردوسی مشهد - دانشکده مهندسی 1390

تحلیل پی های گسترده با استفاده از مدل winkler، درحال حاضر از متداول ترین و عملیترین شیوه های مدلسازی این نوع پی می باشد. در این روش، خاک توسط یکسری فنرهای مجزا از هم، در سطح زیر پی مدل می گردد. به دلیل ضعف بنیادی در مدل سازی خاک توسط این روش، از سختی فنر متغیر یا ضریب عکس العمل بستر اصلاح شده، استفاده می گردد. در این مقاله تاثیر مقدار و توزیع ضریب عکس العمل بستر بر روی نتایج تحلیل پی گسترده مست...

in this paper, free vibration of an Euler-Bernoulli beam with variable cross-section resting on elastic foundation and under axial tensile force is considered. Beam’s constant height and exponentially varying width yields variable cross-section. The problem is handled for three different boundary conditions: clamped-clamped, simply supported-simply supported and clamp-free beams. First, the equ...

B Mirzavand, M Bohlooly

This article provides a fully analytical approach for nonlinear equilibrium path of rectangular sandwich plates. The core of structure is made of symmetric cross-ply laminated composite and the outer surfaces are piezoelectric actuators which perfectly bonded to inner core. The structure is subjected to electro-thermo-mechanical loads simultaneously. One side of plate is rested on Pasternak typ...

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