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Computer Software

The temperature dependent generalized kuhn model for asphalt concrete



An internal variable formulation for the introduction of the effects of temperature in viscoelastic models is presented. A new model, the temperature-dependent generalized Kuhn model of viscoelasticity, is developed by using this powerful and novel approach. An alternative formulation, through the use of the creep function and the time-temperature superposition principle, is also presented. The new model's predictions are compared to experimental data.


Ketersediaan

0000019148625.7(063) Pan tMy LibraryTersedia

Informasi Detail

Judul Seri
Analysis Of Asphalt Pavement Materials And Systems; Emerging Method
No. Panggil
625.7(063) Pan t
Penerbit ASCE : .,
Deskripsi Fisik
9 Ref.; pp 73-86.
Bahasa
Indonesia
ISBN/ISSN
-
Klasifikasi
625.7(063)
Tipe Isi
-
Tipe Media
-
Tipe Pembawa
-
Edisi
-
Subjek
Info Detail Spesifik
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Pernyataan Tanggungjawab

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