The Elastical Researches of Barré de Saint-Venant |
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Page 6
... surface au centre après leur fusion , peuvent présenter des élasticités différentes en divers sens . Saint - Venant refers to the experiments and remarks of Regnault , Savart and Poncelet already noted in our first volume : see Arts ...
... surface au centre après leur fusion , peuvent présenter des élasticités différentes en divers sens . Saint - Venant refers to the experiments and remarks of Regnault , Savart and Poncelet already noted in our first volume : see Arts ...
Page 10
... surface stress - equations . The stress - strain relations then give in terms of the elastic constants and the loads the values of the shift - fluxions . We thus arrive at a system of simple linear partial differential equations , whose ...
... surface stress - equations . The stress - strain relations then give in terms of the elastic constants and the loads the values of the shift - fluxions . We thus arrive at a system of simple linear partial differential equations , whose ...
Page 11
... surface - load . " On verra que u ' , v ' , w ' seront les déplacements des points d'un prisme qui ne serait sollicité que par des forces nulles . Ces déplacements seraient nuls eux - mêmes . Nos expressions offrent donc la solution ...
... surface - load . " On verra que u ' , v ' , w ' seront les déplacements des points d'un prisme qui ne serait sollicité que par des forces nulles . Ces déplacements seraient nuls eux - mêmes . Nos expressions offrent donc la solution ...
Page 14
... surface , on suppose fixes l'un des points du prisme ( le point 0 ) , et les directions d'un élément linéaire et d'un élément plan qui y passent ( un élément sur l'axe des ≈ et un élément sur le plan yz ) en sorte qu'il ne puisse y ...
... surface , on suppose fixes l'un des points du prisme ( le point 0 ) , et les directions d'un élément linéaire et d'un élément plan qui y passent ( un élément sur l'axe des ≈ et un élément sur le plan yz ) en sorte qu'il ne puisse y ...
Page 18
... surface shift - equations : aau để tới đâu để ta đều để tfdu / ddy tedu do dã + ( ey - fz ) dr / dx = 0 ( v ) . e ( du / dz + ry ) dy -ƒ , ( du / dy - Tz ) dz = 0 ) Saint - Venant ( p . 331 ) at once 18 [ 17 SAINT - VENANT .
... surface shift - equations : aau để tới đâu để ta đều để tfdu / ddy tedu do dã + ( ey - fz ) dr / dx = 0 ( v ) . e ( du / dz + ry ) dy -ƒ , ( du / dy - Tz ) dz = 0 ) Saint - Venant ( p . 331 ) at once 18 [ 17 SAINT - VENANT .
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Ave Maria Lane axes axis beam Boussinesq Cambridge University Press Cauchy 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 direction 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 theory of elasticity traction Trinity College U₁ University of Cambridge University Press Warehouse V₁ V₂ velocity Venant vibrations volume
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