Modeling damage caused by combined thermal and traffic loading using viscoelastic continuum damage theory

Author:

Zeng ZheORCID,Kim Y. Richard,Underwood B. Shane,Guddati Murthy

Publisher

Elsevier BV

Reference39 articles.

1. ARA, Inc., ERES Consultants Division. (2004). Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures. National Cooperative Highway Research Program.

2. Chehab, G.R. (2002). Characterization of asphalt concrete in tension using a viscoelastoplastic model. Dissertation, North Carolina State University, Raleigh, NC.

3. The combined effect of loading frequency, temperature, and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration;Al-Khateeb;Int. J. Fatigue,2014

4. Investigation of laboratory fatigue testing procedures for asphalt aggregate mixtures;Matthews;J. Transp. Eng.,1993

5. Mollenhauer, K., Wistuba, M., & Rabe, R. (2009). Loading frequency and fatigue: In situ conditions & impact on test results. In 2nd Workshop on four point bending (pp. 24–25). Guimarães, Portugal: University of Minho.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3