We consider no-tension beams with constitutive equation from [6], [8] and outline the limit analysis of this kind of bodies based on energetic considerations. The static and kinematic theorems of limit analisys [1] are examined from this point of view. It is seen than the kinematic theorem does not always hold but can be proved under some hypotheses that are frequently met in applications.
On the limit analysis of masonry beams / M.Lucchesi; M.Silhavy; N.Zani. - STAMPA. - primo:(2010), pp. 115-121. (Intervento presentato al convegno Third euro-mediterranean symposium on advances in geomaterials and structures tenutosi a Djerba nel 10-12 maggio 2010).
On the limit analysis of masonry beams
LUCCHESI, MASSIMILIANO;ZANI, NICOLA
2010
Abstract
We consider no-tension beams with constitutive equation from [6], [8] and outline the limit analysis of this kind of bodies based on energetic considerations. The static and kinematic theorems of limit analisys [1] are examined from this point of view. It is seen than the kinematic theorem does not always hold but can be proved under some hypotheses that are frequently met in applications.
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