Research of expanded polystyrene (EPS) stress relaxation under uniaxial loading conditions using statistical design method of experiments

Number of journal: 9-2015
Autors:

Vaitkus S.I.
Gnip I.J.

DOI: https://doi.org/10.31659/0585-430X-2015-729-9-57-66

 

AbstractAbout AuthorsReferences
The results of stress relaxation under uniaxial compression experimental research of expanded polystyrene products with the types of EPS 80/90/100/120 and EPS 150 at a constant ε0=(1,2±0,2)%, that was fixed at a specific compressive load σн(=0,35·σ10%) acting perpendicular to the surface of products, are presented. The method of mathematical and statistical experimental design optimization models taking into account the thickness of specimens is proposed to determine the relaxation coefficient Kr at the time t=8 h, the attenuation factor to reduce the compressive stress Katten and relaxation compliance Jr(t→∞). The graphical interpretation of the models is presented: depending level line of the relaxation coefficient Kr at the time t=8 h, relaxation resistance coefficient Kr and compliance with the relaxation Jr to t→∞. On the basis of quantitative experimental values of compliance Jr (t→∞) with the relaxation in the range of permanent compressive strain ε0=(1,2±0,2)%, the linear equations of interdependence between Jr (t→∞) and Jc(tn=122 days) are given. Empirical equations for the calculation of the established equilibrium stress at a relaxation are offered.
S.I VAITKUS, Candidate of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
I.J. GNIP, Candidate of Sciences (Engineering)

Vilnius Gediminas Technical University (Scientific Institute «Insulation») (28, Linkmyanu Street, Vilnius, 08217, Lithuania)

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For citation: Vaitkus S.I., Gnip I.J. Research of expanded polystyrene (EPS) stress relaxation under uniaxial loading conditions using statistical design method of experiments. Stroitel’nye Materialy [Construction Materials]. 2015. No. 9, pp. 57-66. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2015-729-9-57-66


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