Fatigue performance of RC beams strengthened with CFRP under coupling action of temperatures and vehicle random loads

Considering significant influence of servicing environments and vehicle random loads on fatigue performance of main load‐bearing members of bridges, in this paper, fatigue performance of reinforced concrete bridge structures strengthened with carbon fibre–reinforced polymer under coupling action of...

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Veröffentlicht in:	Fatigue & fracture of engineering materials & structures 2019-01, Vol.42 (1), p.31-44
Hauptverfasser:	Lin, JX, Huang, PY, Guo, XY, Zheng, XH, Zhao, C.
Format:	Artikel
Sprache:	eng
Schlagworte:	Beams (structural) Bending fatigue Carbon fiber reinforced plastics carbon fibre–reinforced polymer (CFRP) Concrete bridges Coupling coupling action Crack propagation Fatigue failure fatigue performance Fatigue tests Palmgren-Miner rule Polymers Random loads Reinforced concrete reinforced concrete (RC) beam temperature vehicle random load
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