The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation | Zendy

S. Karaś | Zendy; Magdalena Sawecka | Zendy

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The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation

Author(s) -

S. Karaś,

Magdalena Sawecka

Publication year - 2009

Publication title -

budownictwo i architektura

Language(s) - English

Resource type - Journals

eISSN - 1899-0665

pISSN - 2544-3275

DOI - 10.35784/bud-arch.2335

Subject(s) - viscoelasticity , simple (philosophy) , rheology , foundation (evidence) , elasticity (physics) , mathematics , structural engineering , computer science , engineering , materials science , philosophy , archaeology , epistemology , composite material , history

In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be estimated with technically admissible accuracy. The introduced method is useful enough to predict any pavement deformation process in the range of linear visco-elasticity.

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