Bond stress between conventional reinforcement and steel fibre reinforced reactive powder concrete

Author:

Bae Baek-Il,Choi Hyun-Ki,Choi Chang-Sik

Funder

Ministry of Science, ICT & Future Planning

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Ultra High Performance Fiber-Reinforced Concretes;AFGC Groupe de travail BFUP. SETRA-AFGC,2002

2. Japan Concrete Institute Standard, Method of Test for Load-Displacement Curve of Fiber Reinforced Concrete by Use of Notched Beam, JCI-S-002-2003, 2003, 6 p.

3. Reactive powder concretes with high ductility and 200–800MPa compressive strength;Richard;ACI Spec. Publ.,1994

4. Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary;ACI Committee 318,2011

5. Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension (408.3-01);ACI Committee 408,2001

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