• 您的位置: 首页 组委会成员 委员会信息

    Dr.Mohammad

    Country/Region:USA
    University/Department:University of Kansas
    Brief introduction of research:

    1-Constitutive Modeling of Hardening-Relaxation Response of Asphalt Concrete in Cyclic Compressive Loading.
    2-Development of a stress-mode sensitive viscoelastic constitutive relationship for asphalt concrete: experimental and numerical modeling.
    3-Viscoelastic-based approach to evaluate low temperature performance of asphalt binders.
    4-Relaxation of Hardening in Asphalt Concrete under Cyclic Compression Loading.
    5-Experimental and Numerical Investigation of Low Temperature Performance of Modified Asphalt Binders and Mixtures.
    6-Experimental Investigation of Rest Time Effect on Permanent Deformation of Asphalt Concrete. 
    7-A Thermodynamic-Based Large Deformation Viscoplastic Constitutive Relationship for Asphalt Concrete Compaction.
    8-Effects of Rest and Load Time on Asphalt Mixture Compaction.
    9-Evaluating Relaxation of Hardening of Asphalt Concrete.
    10-Microstructure-Based Visco-Elastoplastic Continuum Model of Asphalt Concrete.
    11-Micromechanical Modeling of the Viscoelastic Performance of the Asphalt Concrete Using Finite Element Method.
    Compaction Modeling of Asphalt Using Thermo-visco-elastoplastic Constitutive Relationships Considering Large Deformations.s
     
    上一篇: Prof.Shijie Guo 下一篇: A.Prof.Michal Petrů

    AEIC学术交流中心 版权所有
    邮箱: contact@keoaeic.org 制作单位:AEIC学术交流中心快递查询接口
    Copyright©2009-2018 All rights reserved 粤ICP备16087321号-1