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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
0000019148 | 625.7(063) Pan t | My Library | Tersedia |
Informasi Detail
Judul Seri |
Analysis Of Asphalt Pavement Materials And Systems; Emerging Method
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No. Panggil |
625.7(063) Pan t
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Penerbit | ASCE : ., 2007 |
Deskripsi Fisik |
9 Ref.; pp 73-86.
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Bahasa |
Indonesia
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ISBN/ISSN |
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Klasifikasi |
625.7(063)
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Tipe Isi |
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Tipe Media |
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Tipe Pembawa |
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Edisi |
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Subjek | |
Info Detail Spesifik |
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Pernyataan Tanggungjawab |
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Versi lain/terkait
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