By Donald E. Carlson, Yi-Chao Chen
The papers incorporated during this quantity have been offered on the Symposium on Advances within the Continuum Mechanics and Thermodynamics of fabric habit, held as a part of the 1999 Joint ASME utilized Mechanics and fabrics summer season convention at Virginia Tech on June 27-30, 1999. The Symposium used to be held in honor of Professor Roger L. Fosdick on his sixtieth birthday.
The papers are written by means of fashionable researchers within the fields of mechanics, thermodynamics, fabrics modeling, and utilized arithmetic. They deal with open questions and current the newest improvement in those and similar components. This quantity is a worthy reference for researchers and graduate scholars in universities and study laboratories.
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Extra info for Advances in Continuum Mechanics and Thermodynamics of Material Behavior: In Recognition of the 60th Birthday of Roger L. Fosdick
It is also understood that the stiffness increases as the structure is displaced along the direction of flex. This effect is of practical interest. J. O. WILLIAMS that may prove useful in controlling the compliance of a structure and in controlling vibration (cf. ). Therefore, several investigators have addressed the question of generating the nonlinear force-displacement relationship resulting when such a structure is subjected to perturbation loads. In principle, performing such analyses numerically should be fairly straightforward.
Phys. 23 (1944) 184-191. G. Ciarlet and P. Destuynder, A justification of the 2-dimensional linear plate model. J. de Mecanique 18 (1979) 315-344. T. G. Simmonds, Foundations of shell theory. In: Proc. IUTAM Congress, Moscow (1972) pp. 150-176 . M. Naghdi, The theory of shells and plates. In: C. ), Handbuch der Physik, Vol. VIal2. Springer, Berlin (1972). S. Antman, The theory of rods. In: C. ), Handbuch der Physik, Vol. VIal2. Springer, Berlin (1972). w. Leissa, Recent research in plate vibrations, 1981-85, Part I: Classical theory; Part II: Complicating effects.
In an actual tensegrity structure constructed with almost-in extensible members (such as steel cables) the infinitesimal flex is plainly evident (and consists in a simultaneous rotation and elevation change of the upper triangle). Following the nomenclature of , nodal loadings in the direction of the infinitesimal flex are termed perturbation loads, and nodal loadings orthogonal thereto are termed equilibrium loads. While equilibrium loads can be resolved directly by statics, resolution of perturbation loads requires nodal displacements, mobilizing the (non- ELASTIC TENSEGRITY STRUCTURE 53 linear) geometric stiffening.
Advances in Continuum Mechanics and Thermodynamics of Material Behavior: In Recognition of the 60th Birthday of Roger L. Fosdick by Donald E. Carlson, Yi-Chao Chen