Bond-dependent coefficient and cracking behavior of lightweight self-consolidating concrete (LWSCC) beams reinforced with glass- and basalt-FRP bars

Author:

Mehany Shehab,Mohamed Hamdy M.,El-Safty Adel,Benmokrane Brahim

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Self-compacting concrete;Okamura;J. Adv. Concr. Technol.,2003

2. The effect of metakaolin and silica fume on the properties of lightweight self-consolidating concrete;Hubertova;ACI Mater. J., Am. Concr. Instit., Detroit,2007

3. American Concrete Institute (ACI) Committee 213. (2014). Guide for structural lightweight-aggregate concrete. ACI 213R (2014), American concrete institute edition. ACI, Farmington Hills, MI, USA.

4. Contribution of lightweight self-consolidated concrete (LWSCC) to shear strength of beams reinforced with basalt FRP bars;Mehany;Eng. Struct.,2021

5. Axial load–moment interaction diagram of full-scale circular LWSCC columns reinforced with BFRP and GFRP bars and spirals: experimental and theoretical investigations;Sanni;Eng. Struct.,2021

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