Coated Recycled Aggregate Concrete Exposed to Elevated Temperature

α
Dr. Arundeb Gupta
Dr. Arundeb Gupta
σ
Somnath Ghosh
Somnath Ghosh
ρ
Saroj Mandal
Saroj Mandal
α Jadavpur University Jadavpur University

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Coated Recycled Aggregate Concrete Exposed to Elevated Temperature

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Abstract

An experimental investigation has been conducted to study the mechanical as well as micro structural properties of Recycled aggregate concrete (RAC) with uncoated and Geopolymer / Cement coated recycled aggregate exposed to elevated temperature. Fly ash (as replacement of cement) was added while making concrete. Cubes test specimens were prepared and cured under water for 28 days. Test specimens were exposed to different levels of temperature (400oC, 600oC, 800oC) for a period of 6 hours in the muffle furnace. The reduction in compressive strength was observed are in the ranges from 23.4% to as high as 50.3% when exposed to different elevated temperature. MIP (Mercury intrusion porosimetry) test was conducted to estimate the pore diameter and also to appreciate the change of total pore volume due to change of exposure temperature. SEM (Scanning electron microscopy) study was also done to appreciate the micro-structural change in recycled aggregate concrete.

References

10 Cites in Article
  1. Tam Vivian,W Tam,C Le,K (2006). Removal of cement mortar remains from recycled aggregate using pre-soaking approaches.
  2. Ananya Kumar,J Ranjan,B Tomar,Jameel Akhtar,Pragya Ranjan,Ritu Tiwari,Pradeep Kumar,Gayacharan Gayacharan,G Mishra,Suman Lata,Jogendra Singh (1970). A novel hydroponic approach for efficient screening and rapid phenotyping for identification of Fusarium wilt resistance in brinjal (Solanum melongena l.) and wild Solanum species.
  3. Amnon Katz (2004). Treatments for the Improvement of Recycled Aggregate.
  4. W Vivian,Tam (2007). Optimization on proportion for recycled aggregate in concrete using two-stage mixing approach.
  5. Arundeb Gupta,Saroj Mandal,Somnath Ghosh (2012). Recycled aggregate concrete exposed to elevated temperature.
  6. S Mondal,A Ghosh (1999). Study on properties of recycled aggregate concrete.
  7. Mandal Gupta Arundeb,Ghosh Saroj,Somnath (2011). Direct Compressive Strength and Elastic modulus of recycled aggregate concrete.
  8. Jiusu Li,Hanning Xiao,Yong Zhou (2009). Influence of coating recycled aggregate surface with pozzolanic powder on properties of recycled aggregate concrete.
  9. Deyu Kong,Ting Lei,Jianjun Zheng,Chengchang Ma,Jun Jiang,Jing Jiang (2010). Effect and mechanism of surface-coating pozzalanics materials around aggregate on properties and ITZ microstructure of recycled aggregate concrete.
  10. Andrzej Ajdukiewicz,Alina Kliszczewicz (2002). Influence of recycled aggregates on mechanical properties of HS/HPC.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Dr. Arundeb Gupta. 2012. \u201cCoated Recycled Aggregate Concrete Exposed to Elevated Temperature\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 12 (GJRE Volume 12 Issue E3): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

August 28, 2012

Language
en
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Published Article

An experimental investigation has been conducted to study the mechanical as well as micro structural properties of Recycled aggregate concrete (RAC) with uncoated and Geopolymer / Cement coated recycled aggregate exposed to elevated temperature. Fly ash (as replacement of cement) was added while making concrete. Cubes test specimens were prepared and cured under water for 28 days. Test specimens were exposed to different levels of temperature (400oC, 600oC, 800oC) for a period of 6 hours in the muffle furnace. The reduction in compressive strength was observed are in the ranges from 23.4% to as high as 50.3% when exposed to different elevated temperature. MIP (Mercury intrusion porosimetry) test was conducted to estimate the pore diameter and also to appreciate the change of total pore volume due to change of exposure temperature. SEM (Scanning electron microscopy) study was also done to appreciate the micro-structural change in recycled aggregate concrete.

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Coated Recycled Aggregate Concrete Exposed to Elevated Temperature

Dr. Arundeb Gupta
Dr. Arundeb Gupta Jadavpur University
Somnath Ghosh
Somnath Ghosh
Saroj Mandal
Saroj Mandal

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