The Elastical Researches of Barré de Saint-Venant |
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Page 10
... terminal faces and sides are subjected to any uniform tractive loads . Lamé and Clapeyron in their memoir of 1828 ( see our Art . 1011 * ) had treated the simple case of isotropy . Saint - Venant as an example of the mixed or semi ...
... terminal faces and sides are subjected to any uniform tractive loads . Lamé and Clapeyron in their memoir of 1828 ( see our Art . 1011 * ) had treated the simple case of isotropy . Saint - Venant as an example of the mixed or semi ...
Page 12
... terminal of a prism subjected to any system of load statically equivalent to that distribution which produces the system of strains theoretically calculated . Impose upon the terminal two equal and opposite loads having the theoretical ...
... terminal of a prism subjected to any system of load statically equivalent to that distribution which produces the system of strains theoretically calculated . Impose upon the terminal two equal and opposite loads having the theoretical ...
Page 13
... terminal distributions of load , it is yet as close an approximation in practice as , say , Coulomb's solution of the torsion of a circular cylinder . It cannot be too often repeated that the distributions of tractive and shearing loads ...
... terminal distributions of load , it is yet as close an approximation in practice as , say , Coulomb's solution of the torsion of a circular cylinder . It cannot be too often repeated that the distributions of tractive and shearing loads ...
Page 14
... terminal shearing load , there is also terminal tractive load . It is necessary , however , to remark that when such load is negative , and the prism of con- siderable length as compared with the dimensions of cross - 14 [ 10-11 SAINT ...
... terminal shearing load , there is also terminal tractive load . It is necessary , however , to remark that when such load is negative , and the prism of con- siderable length as compared with the dimensions of cross - 14 [ 10-11 SAINT ...
Page 18
... terminal sections may be considerable provided each short element into which we may divide the prism by two cross - sections receives only a small distortion relative to itself , the length of the prism being great as compared with the ...
... terminal sections may be considerable provided each short element into which we may divide the prism by two cross - sections receives only a small distortion relative to itself , the length of the prism being great as compared with the ...
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Common terms and phrases
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