Mechanics of Materials, Journal Year: 2024, Volume and Issue: 198, P. 105116 - 105116
Published: Aug. 15, 2024
Language: Английский
Mechanics of Materials, Journal Year: 2024, Volume and Issue: 198, P. 105116 - 105116
Published: Aug. 15, 2024
Language: Английский
Transportation Research Part D Transport and Environment, Journal Year: 2024, Volume and Issue: 129, P. 104117 - 104117
Published: Feb. 22, 2024
Language: Английский
Citations
20International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 273, P. 109218 - 109218
Published: March 23, 2024
Language: Английский
Citations
10Developments in the Built Environment, Journal Year: 2024, Volume and Issue: 18, P. 100444 - 100444
Published: April 1, 2024
Language: Английский
Citations
9Journal of Materials in Civil Engineering, Journal Year: 2025, Volume and Issue: 37(3)
Published: Jan. 15, 2025
Language: Английский
Citations
0Journal of Cleaner Production, Journal Year: 2024, Volume and Issue: 461, P. 142647 - 142647
Published: May 22, 2024
Language: Английский
Citations
3Journal of Materials in Civil Engineering, Journal Year: 2024, Volume and Issue: 36(9)
Published: June 26, 2024
Language: Английский
Citations
2Journal of Materials in Civil Engineering, Journal Year: 2024, Volume and Issue: 36(9)
Published: June 21, 2024
Language: Английский
Citations
1International Journal of Pavement Engineering, Journal Year: 2024, Volume and Issue: 25(1)
Published: July 24, 2024
This study developed a full-scale concrete curved ramp bridge deck finite element (FE) model, which considered the effect of tire-bridge interaction. In this FE an inflated tire model was to simulate rolling load. The interaction equations were established based on different modes driving and driven wheels with pavement. effects travel speed, curvature radius load position critical response pavement analysed. results indicated that above mid-span flange cantilever panel exhibited greater tensile stress strain values; whereas bearing end diaphragm longitudinal contributed maximum shear stress. vertical depth direction, damage induced by traffic mainly initiated at surface, more prone occur between layers paving materials. reduced increased speed both promoted appearance unbalanced in inner outer loading zones. Besides, smaller radii higher speeds would result severe local
Language: Английский
Citations
0Mechanics of Materials, Journal Year: 2024, Volume and Issue: 198, P. 105116 - 105116
Published: Aug. 15, 2024
Language: Английский
Citations
0