Peeling behavior and spalling resistance of CFRP sheets bonded to bent concrete surfaces

Author:

Yuan Hong,Li Faping

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference19 articles.

1. Täljsten B.: Strengthening of concrete prisms using the plate-bonding technique. Int. J. Fract. 82, 253–266 (1996)

2. Brosens, K., Gemert, D.V.: Plate end shear design for external CFRP laminates. In: Proceedings FRAMCOS-3, Fracture Mechanics of Concrete Structures, pp. 1793–1804. AEDIFICATIO Publishers, Freiburg (1998)

3. Triantafillou, T.C.: Fracture mechanics approaches to concrete strengthening using FRP materials. In:Proceedings FRAMCOS-3, Fracture Mechanics of Concrete Structures, pp. 1761–1770. AEDIFICATIO Publishers, Freiburg (1998)

4. Yuan H., Wu Z.S., Yoshizawa H.: Theoretical solutions on interfacial stress transfer of externally bonded steel/composite laminates. J. Struct. Mech. Earthquake Eng. JSCE 18(1), 27–39 (2001)

5. Wu Z.S., Yuan H., Niu H.D.: Stress transfer and fracture propagation in different kinds of adhesive joints. J. Eng. Mech. ASCE 128(5), 562–573 (2002)

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