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- W781451166 abstract "In this article the KOLA calculations obtained in the fourth article of this series (see IRRD 858053), are compared with the theory of Eisenmann. Eisenmann's theory, in which the concept of slab plays an important role, is discussed first. Eisenmann introduced the critical slab length concept to calculate the bending tensile stresses caused by a temperature gradient. A definition of this concept is provided. A comparison is made between the temperature stresses in the middle of the lateral edge of the single slab calculated with KOLA and those calculated using Eisenmann's theory. It is concluded that for larger positive temperature gradients, the KOLA calculations usually produce considerably larger bending stresses than the calculations made according to Eisenmann's theory. Slab dimensions (length, width, thickness) and the modulus of subgrade reaction are also important factors which influence differences between the bending stress figures obtained when using KOLA and those obtained using Eisenmann's theory. For the other articles in this series and the evaluation see IRRD 858052-858055, and 858057-858058." @default.
- W781451166 created "2016-06-24" @default.
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- W781451166 date "1992-06-01" @default.
- W781451166 modified "2023-09-23" @default.
- W781451166 title "FINITE ELEMENT ANALYSIS OF UNREINFORCED CONCRETE PAVEMENTS (V) : COMPARISON WITH THE THEORY OF EISENMANN" @default.
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