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A Variational Asymptotic Methodology of Smart Slender Structure Modeling An Electro-mechanically Coupled Smart Beam Modeling Methodology.

Автор:   Sitikantha R.
мягкая обложка
140 страниц
2009 год
Издательство:   Книга по Требованию
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2382 руб
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Описание:An electro-mechanical generalized cross-sectional model for beam like slender structure has been derived by a two-step procedure of dimensional reduction. Axial problem contains an extra 1D electrical degree of freedom along with the six conventional mechanical degrees of freedom commonly considered in Timoshenko like modeling. Depending on the type of electrode arrangements, the whole problem has been classified into two separate categories: First, the 3D governing variational statement for electro-mechanical system has been approximated asymptotically, followed by a cross-sectional minimization on the approximated functional. Axial-Problem and Radial-Problem. Radial problem contains only mechanical degrees of freedom in its 1D representation. The present research develops a one dimensional model for an electro-mechanical slender structure by application of Variational Asymptotic Method.


Orthomol Immun Junior Сила иммунитета на страже Вашего ребенка Orthomol Immun Junior Сила иммунитета на страже Вашего ребенка

2990 руб
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11 сентября 2001

The upper 55 stories of the building's exterior-wall frame were explicitly modeled using beam and column elements. This encompassed the entire structure above the zone of impact and about 20 stories below. The lower 55 stories of the exterior were modeled as a «boundary condition» consisting of a perimeter super-beam that was 52 inches deep and about 50 inches wide, supported on a series of springs. A base spring was provided at each column location to represent the axial stiffness of the columns from the 55th floor down to grade. The outrigger trusses at the top of the building were explicitly modeled, using truss-type elements. The interior core columns were modeled as spring elements. An initial analysis of the building was conducted to simulate the pre-impact condition. In addition to the weight of the floor itself (approximately 54 psf at the building edges and 58 psf at the building sides), a uniform floor loading of 12 psf was assumed for partitions and an additional 20 psf was conservatively assumed to represent furnishings and contents ...»

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Набор стаканов "Loraine", 6 предметов, 260 мл.
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