Multiscale Numerical Modeling of Steel Bridge Deck Pavements Considering Vehicle–Pavement Interaction-Reference-Cited by-同舟云学术

Multiscale Numerical Modeling of Steel Bridge Deck Pavements Considering Vehicle–Pavement Interaction

Published:2016-02 Issue:1 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Leilei¹,Qian Zhendong²,Wang Jiangyang³

Affiliation:

1. Lecturer, Intelligent Transport System Research Center, Southeast Univ., 35 Jingxianghe Road, Nanjing, 210018, P.R. China (corresponding author).

2. Professor, Intelligent Transport System Research Center, Southeast Univ., 35 Jingxianghe Road, Nanjing, 210018, P.R. China.

3. Engineer, Suzhou Highway Bureau, No. 300 Tongjing South Road, Suzhou, 215007, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000461

Reference23 articles.

1. Finite element modelling for fatigue stress analysis of large suspension bridges

2. Chen L. L. and Qian Z. D. (2011). “Assessment of crack sealing material and technique for epoxy asphalt pavement on steel bridges.” 90th TRB 11-2419 National Academy of Sciences Washington DC.

3. Chen T. J. (2006). “Research on the cracking behavior of epoxy asphalt pavement on long span steel bridge.” Ph.D. dissertation Southeast Univ. Nanjing P.R. China.

4. Chen T. J. et al. (2005). “Dynamic response of longitudinal crack in pavement on the orthotropic steel deck.” Int. Symp. Innovation & Sustainability of Structures in Civil Engineering—Including Seismic Engineering.

5. Full-Scale Instrumented Testing and Three-Dimensional Modeling of Airfield Matting Systems

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