The structure of material forces in electromagnetic materials.
Trimarco, C. (2000)
Rendiconti del Seminario Matematico
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Trimarco, C. (2000)
Rendiconti del Seminario Matematico
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Josef Janyška (2019)
Archivum Mathematicum
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We study natural differential operators transforming two tensor fields into a tensor field. First, it is proved that all bilinear operators are of order one, and then we give the full classification of such operators in several concrete situations.
M. Kopisz (1991)
Applicationes Mathematicae
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M. Kopisz (1991)
Applicationes Mathematicae
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Miroslav Šilhavŷ (1990)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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In this work a new proof of the theorem of Cauchy on the existence of the stress tensor is given which does not use the tetrahedron argument.
Gianfranco Capriz (2003)
Rendiconti del Seminario Matematico della Università di Padova
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Svendsen, B. (2000)
Rendiconti del Seminario Matematico
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Epstein, M. (2000)
Rendiconti del Seminario Matematico
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Gwidon Szefer (2004)
International Journal of Applied Mathematics and Computer Science
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A molecular dynamics approach to the deformation and stress analysis in structured materials is presented. A new deformation measure for a lumped mass system of points is proposed. In full consistency with the continuum mechanical description, three kinds of stress tensors for the discrete system of atoms are defined. A computer simulation for a set of 10^5 atoms forming a sheet undergoing tension (Case 1) and contraction (Case 2) is given. Characteristic microstress distributions evoked...
Gérard A. Maugin, Carmine Trimarco (1992)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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In the present context the variation is performed keeping the deformed configuration fixed while a suitable material stress tensor and the material coordinates are required to vary independently. The variational principle turns out to be equivalent to an equilibrium problem of placements and tractions prescribed at the boundary of a body of finite extent.