Topic
Inertia
About: Inertia is a research topic. Over the lifetime, 12006 publications have been published within this topic receiving 164291 citations.
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01 Jun 1994
TL;DR: Tension and compression statically indeterminate force systems - tension and compression thin-walled pressure vessels direct shear stresses torsion shearing force and bending moment centroids, moments of inertia and products of inertia of plane areas stresses in beams elastic deflection of beams - double-integration method, method of singularity functions, and elastic beams special topics in elastic beam theory plastic deformation of beams columns strain energy methods combined stresses members subject to combined loadings as discussed by the authors.
Abstract: Tension and compression statically indeterminate force systems - tension and compression thin-walled pressure vessels direct shear stresses torsion shearing force and bending moment centroids, moments of inertia and products of inertia of plane areas stresses in beams elastic deflection of beams - double-integration method elastic deflection of beams - method of singularity functions statically indeterminate elastic beams special topics in elastic beam theory plastic deformation of beams columns strain energy methods combined stresses members subject to combined loadings - theories of failure.
51 citations
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TL;DR: In this paper, the effects of shear deformation, rotary inertia, non-uniformity of the cross-section, and angle of fibre orientation on dynamic behavior are investigated.
51 citations
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TL;DR: In this article, the authors consider the stationary viscous incompressible flow through a rigid porous medium and prove the existence of a unique smooth solution for the homogenized problem.
Abstract: R esum e. On consid ere l' ecoulement stationnaire d'un uide newtonien visqueux incompressible dans un milieu poreux rigide. Pour une structure g eom etrique p eriodique du milieu poreux form ee de cellules carr ees avec des c^ ot es de longueur ", la m ethode d'homog en eisation donne dii erents r esultats selon la relation en-tre ", le nombre de Reynolds et le nombre de Froude. Si le nombre de Reynolds et l'inverse du nombre de Froude sont d'ordre 1=", l' etude asymptotique formelle conduit a un syst eme homog en eis e du type Navier-Stokes a double pression, qui contient une loi nonlocale r egissant la ltration nonlin eaire. En supposant que les donn ees ne sont pas trop grandes, on d emontre que le probl eme homog en eis e poss ede une unique solution r eguli ere. De plus, on montre la convergence du pro-cessus d'homog en eisation et on etablit une estimation d'erreur. Abstract. We consider the stationary viscous incompressible uid ow through a rigid porous medium. For a periodic porous medium, with the period ", the ho-mogenization method gives diierent results depending on the relationship between the Reynolds number, the Froude's number and the period. If both, the Reynolds number and the inverse of the Froude's number are of order 1=", then the formal asymptotic expansion gives a homogenized system containing the fast and slow variables named Navier-Stokes system with two pressures. More precisely the l-tration law is nonlocal and nonlinear. Supposing that the data are not too large we prove the existence of a unique smooth solution for the homogenized problem. Furthermore, the convergence of the homogenization process is proved and the 1 error estimate is established.
51 citations
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TL;DR: A novel method of measuring area inertia is presented, with results of simulation and trials on the SP Energy Networks (Scottishpower) transmission system in south Scotland, and enables new, flexible services for the transition to low inertia power systems.
51 citations