The Elastical Researches of Barré de Saint-Venant |
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Page 5
... shears perpendicular to this plane reduce to : where ho y = fo thơm + ho zx 2 = eo thơm 200 f = \ xyxy \ h = = │xyzx | = | zxxy | e = \ zxzx \ , in the umbral coefficient notation : see Vol . I. p . 885 . . ( i ) , Now by a suitable ...
... shears perpendicular to this plane reduce to : where ho y = fo thơm + ho zx 2 = eo thơm 200 f = \ xyxy \ h = = │xyzx | = | zxxy | e = \ zxzx \ , in the umbral coefficient notation : see Vol . I. p . 885 . . ( i ) , Now by a suitable ...
Page 6
... shears the expressions found in Equation ( v ) above , and for the traction perpendicular to the planar system the expression xx = asx + bsy + cs2 + dơ μz + eo1⁄2 yz 200 + foxy with six independent constants . Substituting in the body ...
... shears the expressions found in Equation ( v ) above , and for the traction perpendicular to the planar system the expression xx = asx + bsy + cs2 + dơ μz + eo1⁄2 yz 200 + foxy with six independent constants . Substituting in the body ...
Page 10
... shears capable of producing the slides σay and ōz ; then the condition of non - 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 ...
... shears capable of producing the slides σay and ōz ; then the condition of non - 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 ...
Page 13
... shearing loads , such as occur in theory , are not attainable in practice , and that we must be content with their statical equivalent over small areas ( see our Art . 8 ) . But let us hear Saint - Venant himself : Aussi les résultats ...
... shearing loads , such as occur in theory , are not attainable in practice , and that we must be content with their statical equivalent over small areas ( see our Art . 8 ) . But let us hear Saint - Venant himself : Aussi les résultats ...
Page 14
... shearing and tractive loads were applied to the terminals - Saint - Venant has some remarks on p . 307 which it is well to consider . After remarking that the shifts satisfy all the conditions and equations of the problem , he continues ...
... shearing and tractive loads were applied to the terminals - Saint - Venant has some remarks on p . 307 which it is well to consider . After remarking that the shifts satisfy all the conditions and equations of the problem , he continues ...
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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