4.7 Article

Sodium hydroxide-free geopolymer binder for prestressed concrete applications

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 293, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.123397

关键词

Sodium hydroxide-free geopolymer; Mechanical properties; Serviceability properties; Prestressed beam; Finite element analysis

资金

  1. School of Civil Engineering at the University of Sydney
  2. Australian Research Council's Discovery Early Career Researcher Award (DECRA) fellowship scheme [DE200100406]
  3. Australian Research Council [DE200100406] Funding Source: Australian Research Council

向作者/读者索取更多资源

Geopolymer is a sustainable binding material with higher mechanical strengths and durability properties than conventional cement concrete. This study aims to explore the use of sodium hydroxide-free one part geopolymer binder in structural concrete applications, and found that geopolymer concrete shows excellent mechanical properties at a certain strength grade.
Geopolymer is a sustainable binding material which can be produced from industrial by-products, such as fly ash and ground granulated blast furnace slag. Despite having higher mechanical strengths and durability properties than conventional ordinary Portland cement (OPC) concrete, geopolymer concrete has not been widely used in structural grade concrete, so far. The safety hazards in mixing and handling of concrete due to the use of liquid sodium hydroxide in geopolymer binder is one of the barriers to the adaptation of geopolymer in the concrete industry. This study aims to use sodium hydroxide-free one part geopolymer binder for structural concrete applications, such as prestressed concrete beams. In this study, the mechanical and serviceability properties of grade 50 MPa geopolymer concrete cured at ambient temperature are investigated and compared against same grade OPC concrete. The effects of tensile strength of concrete in load-deflection behaviours of prestressed concrete beams of different spans and sizes are investigated using finite element analysis for short-term and long-term durations. This study finds that geopolymer concrete has around 27% higher indirect-tensile and flexural strengths than OPC concrete of same strength grade which contributes to geopolymer prestressed concrete beams to withstand around 20% higher first-crack load than OPC concrete beams of same span. In addition, geopolymer prestressed concrete beams show a relatively smaller loss in prestressing stress which results in a smaller loss in flexural capacity of beams over the service life of the structure. (c) 2021 Elsevier Ltd. All rights reserved.

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