Theoretical aspects in modeling asphalt concrete and pavements Panoskaltsis, Vassilis P. Primary Author mixed material bibliography ASCE 2007 id Indonesia
Computer Software
pp.1-15 Pavements And Materials: Characterization, Modeling, And Simulation A new nonlinear second order hyperelastic-viscoplastic-damage constitutive model in multi dimensions is developed and its theoretical foundations are presented. The model is used to analyze experimens for asphalt concrete both in the elastic as well as in the irreversible domain of the material. Model's comparisons to experiments are very favorable. The experiments are analyzed both as homogeneous and as boundary-value problems ASPHALT CONCRETE 625.06(063) Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001) 625.06(063) Pan t 0000018798 My Library 625.06(063) Pan t 18153 machine generated