Pre-and post-heating bar-concrete bond behavior of CFRP-wrapped concrete containing polymeric aggregates and steel fibers: Experimental and theoretical study

Author:

Nematzadeh Mahdi,Arjomandi Arash,Fakoor Maziar,Aminian Arman,Khorshidi-Mianaei Aref

Publisher

Elsevier BV

Reference84 articles.

1. Bond behaviour of high-strength steel rebars in normal (NSC) and ultra-high performance concrete (UHPC);Khaksefidi;J Build Eng,2021

2. Behavior and modeling of partially CFRP confined reinforced concrete columns under axial compression;Wang;Eng Struct,2024

3. A. 318–14, Building Code Requirements for Structural Concrete American Concrete Institute Farmington Hills, MI, 2014.

4. A. 408.2R92, Bond under Cyclic Loading (ACI 408.2R92), State-of-the-Art Report, American Concrete Institute Farmington Hills, MI, 1992.

5. Bond behavior of steel deformed bars embedded in concrete confined by FRP wire jackets;Choi;Constr Build Mater,2014

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