Moving-Wheel Load Test of a Cantilevered RC Slab Strengthened with Bond-Improved Ultra-High Modulus CFRP Rods

Author:

Hasegawa Hiroaki,Kato Takahisa,Shimose Kodai,Yoshitake Isamu

Publisher

Springer International Publishing

Reference12 articles.

1. Dongkeun L, Lijuan C (2011) Assessing the strengthening effect of various near-surface-mounted FRP reinforcements on concrete bridge slab overhangs. J Compos Constr 15(4):615–624, August

2. Hasegawa H, Hisabe N, Kuroda Y, Yoshitake I (2016) Flexural behavior of a cantilevered RC slab strengthened with NSM CFRP rods. In: Proceedings of ACMBS-VII, Vancouver, 22 August

3. Hasegawa H, Hisabe N, Onari Y, Yoshitake I (2018) Improvement of mechanical shear resistance of high modulus CFRP rod with GFRP ribs. In: Proceedings of the 9th international conference on FRP composites in civil engineering, Paris, 18 July

4. Hasegawa H, Onari Y, Shimose K, Yoshitake I (2019) Cyclic loading test of flexural RC member embedding bond-improved high modulus CFRP rods. In: International conference of bridge engineering institute, Honolulu, 24 July

5. Japan Road Association (2017) Specifications for highway bridges, Part II, Chapter 11 Decks, pp 284–337

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