Analysis of coupled thermo-mechanical response and damage behaviour of curved ramp bridge deck pavement using a 3D multiscale method
Author:
Affiliation:
1. School of Transportation and Logistics, Dalian University of Technology, Dalian, People’s Republic of China
Funder
National Natural Science Foundation of China
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2024.2310812
Reference42 articles.
1. AASHTO. (2011). Standard method of test for determining dynamic modulus of hot-mix asphalt (HMA). AASHTO T 342-11.
2. Experimental analysis of temperature gradients in concrete box-girders
3. Homogenization principles and their application to continuum damage mechanics
4. Dynamic characteristics of a curved steel–concrete composite cable-stayed bridge and effects of different design choices
5. Homogeneous versus Heterogeneous Response of a Flexible Pavement Structure: Strain and Domain Analyses
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