Preprint Article Version 1 This version is not peer-reviewed

New Damage Evolution Law for Epoxy Asphalt Concrete in Long-Span Steel Bridge Considering Wheel Load and Temperature Variation

Version 1 : Received: 4 October 2019 / Approved: 7 October 2019 / Online: 7 October 2019 (11:11:18 CEST)

How to cite: Xu, X.Q.; Yang, X.; Huang, W.; Xiang, H.L.; Yang, W. New Damage Evolution Law for Epoxy Asphalt Concrete in Long-Span Steel Bridge Considering Wheel Load and Temperature Variation. Preprints 2019, 2019100062 (doi: 10.20944/preprints201910.0062.v1). Xu, X.Q.; Yang, X.; Huang, W.; Xiang, H.L.; Yang, W. New Damage Evolution Law for Epoxy Asphalt Concrete in Long-Span Steel Bridge Considering Wheel Load and Temperature Variation. Preprints 2019, 2019100062 (doi: 10.20944/preprints201910.0062.v1).

Abstract

Epoxy asphalt (EA) concrete is widely used in constructing long-span steel bridge pavements (SBDPs). This study aims to derive a fatigue damage evolution law, conducting an experimental investigation of SBDP. First, a general theoretical form of the fatigue damage evolution law of materials is established based on the thermal motion of atoms. Then, fatigue experiments demonstrate that this evolution law well represents the known damage–life relationships of SBDP. Taking into account the experimental relationships between damage and fatigue life under symmetrical cyclic loadings with different overload amplitudes and temperature variations, a detailed damage evolution law is deduced. Finally, the role of damage accumulation is discussed on the basis of the proposed damage evolution law for the extreme situation of heavy overload and severe environments. The results show that both heavy loading and falling temperatures increase the fatigue damage of SBDP considerably; therefore, SBDP should avoid heavy loading combined with winter temperatures. EA shows a fatigue life two to three times longer than that of modified matrix asphalt (SMA) or guss asphalt (GA). For the same thickness, EA pavement is demonstrated to be more suitable for an anti-fatigue design of large-span SBDP under high traffic flows and low temperatures.

Subject Areas

long-span steel bridges; steel bridge deck pavement (sbdp); epoxy asphalt (ea); fatigue damage evolution law; micro properties; fatigue test

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