Fatigue Strengthening of U-Rib Butt Welds in Orthotropic Steel Bridge Decks Using CFRP Sheets

Author:

Lv Z. L.,Jiang X.,Qiang X. H.,Bai J.,Ghafoori E.

Publisher

Springer Nature Singapore

Reference8 articles.

1. Xiao ZG, Yamada K, Inoue J (2005) Fatigue cracks in longitudinal ribs of steel orthotropic deck. Int J Fatigue 28(4):409–416

2. Huang Z, Lei J, Guo S, Tu J (2020) Fatigue performance of U-rib butt welds in orthotropic steel decks. Eng Struct 211:110485

3. Jiang X, Lv ZL, Qiang XH, Zhang JD (2021) Improvement of stop-hole method on fatigue-cracked steel plates by using high-strength bolts and CFRP strips. Adv Civ Eng 2021:6632212

4. Teng JG, Yu T, Fernando D (2012) Strengthening of steel structures with fiber-reinforced polymer composites. J Constr Steel Res 78(6):131–143

5. Song YS, Ding YL, Jiang F, Wang Z, Jia HJ, Chen ZY, Chen X, Ge JW (2022) Fatigue performance of CFRP-strengthened rib-to-diaphragm welded details of orthotropic steel decks: experimental and numerical evaluation. Adv Civ Eng 2022:4730015

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