The Elastical Researches of Barré de Saint-Venant |
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Page 3
... rupture given in the memoir as of value when either ( 1 ) the material is elastic and follows Hooke's Law nearly up to rupture ( cf. the steel bar H of the plate p . 893 of our Vol . 1. ) , or , ( 2 ) the material has a state of ease ...
... rupture given in the memoir as of value when either ( 1 ) the material is elastic and follows Hooke's Law nearly up to rupture ( cf. the steel bar H of the plate p . 893 of our Vol . 1. ) , or , ( 2 ) the material has a state of ease ...
Page 7
... rupture éloignée ou à une altération progressive et dangereuse de la contexture des corps . ( a ) We have already noted the misleading character of this title : see Art . 4. ( y ) . In the first place initial loads frequently produce ...
... rupture éloignée ou à une altération progressive et dangereuse de la contexture des corps . ( a ) We have already noted the misleading character of this title : see Art . 4. ( y ) . In the first place initial loads frequently produce ...
Page 8
... rupture and , possibly , before a dangerous set is reached , this might not be allowable . ( c ) Our author begins by noticing that the proper limit to be taken for the stability of a material is a stretch and not a traction limit . He ...
... rupture and , possibly , before a dangerous set is reached , this might not be allowable . ( c ) Our author begins by noticing that the proper limit to be taken for the stability of a material is a stretch and not a traction limit . He ...
Page 9
... rupture ( p . 284 ) . We have noted that this language is hardly exact . The point where this maximum takes place is called after Poncelet point dangereux , a name which it is convenient to render by fail - point . This term will not ...
... rupture ( p . 284 ) . We have noted that this language is hardly exact . The point where this maximum takes place is called after Poncelet point dangereux , a name which it is convenient to render by fail - point . This term will not ...
Page 10
... rupture par glissement ( i.e. of no failure of linear elasticity ) is expressed by xy 1 = or > 2 2 ( M , O ) 2 + ( M20 ) * . The chapter concludes with a few general remarks on the physical characteristics of rupture by torsion . [ 6 ...
... rupture par glissement ( i.e. of no failure of linear elasticity ) is expressed by xy 1 = or > 2 2 ( M , O ) 2 + ( M20 ) * . The chapter concludes with a few general remarks on the physical characteristics of rupture by torsion . [ 6 ...
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Ave Maria Ave Maria Lane axes axis beam Boussinesq Cambridge University Press Christ's College CLAY & SONS Clebsch coefficients College Comptes rendus constant contour corps cosh cross-section Crown 8vo cylindrical d'une deduced deflection Demy 8vo deux distance edition elasticity élastiques ellipsoidal equations fail-point flexure footnote formulae function given gives Hooke's Law hypothesis isotropy Lamé Leçons de Navier linear elasticity LL.D load longitudinal M₁ manière Maurice Lévy maximum memoir on Torsion molecules Notes obtained plane plastic plate prism problem rari-constant rectangular referred résistance rupture Saint-Venant Saint-Venant remarks Saint-Venant's shear shews shifts sinh slide solution St John's College strain stresses stretch stretch-modulus suppose surface terminal theory traction Trinity College U₁ University of Cambridge University Press Warehouse V₁ V₂ velocity Venant vibrations