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By Carl Ludwig Charlier
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Extra info for Die Mechanik des Himmels - Vorlesungen Band 2
Example text
249. 65 p. 255. 1 Teoria dell’elasticit`a e meccanica del continuo 25 stanti, quando si interpretino le forze di inerzia come forze ordinarie e si rinominino le costanti elastiche, secondo le relazioni: k B= ; 2 A = K +k . 3 Le varie teorie dell’elasticit`a Nell’Ottocento troviamo molti oppositori alle teorie energetista e continuista, tra cui Saint Venant, che muove critiche acute al metodo fenomenologico di Green. Per esempio, in una nota alla monografia di Clebsch, scrive: Mais Green, en 1837-39, et, d’après lui, divers savants d’Angleterre et de l’Allemagne ont cru pouvoir lui [la legge di azione molecolare funzione della sola distanza fra ogni coppia di particelle-punti materiali] en substituer une autre plus générale, ou qualifiée plus générale parce qu’elle est moins déterminée [.
Il volume di Clebsch venne ripreso, tradotto e integrato con una serie di annotazioni da Saint Venant e Flamant [113] e rimase a lungo uno dei più famosi trattati di teoria dell’elasticità e applicazioni. Emblematiche sono le parole di Clebsch scritte nella prefazione: L’intention primitive de l’auteur était de ne mettre dans ce livre que ce dont il avait besoin pour se guider dans les le¸cons qu’il professe à l’École polytechnique de Carlsruhe. Mais bientˆot il sentit tellement la nécessité de fonder sur une base solide les recherches dont les résultats servent aux applications techniques, qu’il se détermina à entrependre la rédaction d’un traité de la théorie de l’élasticité qui, autant que cela était possible dans une étendue modérée, présentˆat un système complet de principes et de usages de cette théorie: travaille devenu possible aujourd’hui grˆace aux belles recherches de MM.
In Germania la formazione degli ingegneri si sviluppò in modo diverso rispetto all’Inghilterra, con una maggiore rilevanza data alle nozioni teoriche di base, specie fisico matematiche, come avveniva in Francia. , il compito di fornie la preparazione tecnica specifica. Tra i maggiori didatti dell’ingegneria citiamo Julius Weisbach (1806-1871), Ferdinand Redtenbacher (1809-1863) e infine Franz Grashof (1826-1893), noto in modo particolare per avere sostenuto il criterio di resistenza della massima deformazione [348].