Experimental and Numerical Study of Early-age Cracking of Concrete Slabs Reinforced with Steel and GFRP Bars-Reference-Cited by-同舟云学术

Experimental and Numerical Study of Early-age Cracking of Concrete Slabs Reinforced with Steel and GFRP Bars

Published:2021-12-16 Issue:12 Volume:19 Page:1197-1211
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Sonnenschein Robert¹,Gazovicova Natalia¹,Bilcik Juraj¹

Affiliation:

1. Department of Concrete Structures and Bridges, Faculty of Civil Engineering, Slovak University of Technology, Radlinskeho 11, 810 05 Bratislava, Slovakia.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/19/12/19_1197/_pdf

Reference59 articles.

1. 1) Achillides, Z. and Pilakoutas, K., (2004). “Bond behavior of fiber reinforced polymer bars under direct pullout conditions.” Journal of Composites for Construction, 8(2), 173-181.

2. 2) ACI, (2007). “Report on thermal and volume change effects on cracking of mass concrete (ACI 207.2R-07).” Farmington Hills, Michigan, USA: American Concrete Institute.

3. 3) ACI, (2015). “Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars (ACI 440.1R-15).” Farmington Hills, Michigan, USA: American Concrete Institute.

4. 4) ACI, (2016). “Specifications for structural concrete (ACI 301-16).” Farmington Hills, Michigan, USA: American Concrete Institute.

5. 5) Baena, M. M., (2010). “Study of bond behavior between FRP reinforcement and concrete.” Thesis (PhD). Universitat de Girona, Girona, Spain.

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