Shravan Muthukrishnan

Mr. Shravan Muthukrishnan

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Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2019 in Theoretical and Applied Fracture Mechanics
Verified
Journal Article
Closed access
SMShravan Muthukrishnan
Shravan Muthukrishnan
SGSouradeep Gupta
Souradeep Gupta
HKHarn Wei Kua
Harn Wei Kua

1 February 2021 in Cement and Concrete Composites
Verified
Journal Article
Closed access
SMShravan Muthukrishnan
Shravan Muthukrishnan
Sayanthan RamakrishnanSayanthan Ramakrishnan
Sayanthan Ramakrishnan
JSJay Sanjayan
Jay Sanjayan

1 September 2021 in Cement and Concrete Composites
Verified
Journal Article
Closed access
SMShravan Muthukrishnan
Shravan Muthukrishnan
Sayanthan RamakrishnanSayanthan Ramakrishnan
Sayanthan Ramakrishnan
JSJay Sanjayan
Jay Sanjayan

1 January 2021 in Construction and Building Materials
Verified
Journal Article
Closed access
SGSouradeep Gupta
Souradeep Gupta
SMShravan Muthukrishnan
Shravan Muthukrishnan
HKHarn Wei Kua
Harn Wei Kua

1 August 2020 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
PDF file
SMShravan Muthukrishnan
Shravan Muthukrishnan
Harn Wei KuaHarn Wei Kua
Harn Wei Kua
LYLing Na Yu
Ling Na Yu
JCJacky K. H. Chung
Jacky K. H. Chung
Combustion of rice husk produces a supplementary cementing material known as rice husk ash (RHA). Current studies on enhancement of physical properties and durability of cementitious composites with RHA are limited to applications in conventional construction. Automation in construction using additive manufacturing technique—commonly known as construction three-dimensional (3D) printing—is an emergent strategy. Because the printing process is formwork-free and requires a continuous deposition of layers with structural stability, mix design of a 3D printable concrete is different from conventional concrete. Portland cement replacement by RHA improves the sustainability of a mixture as a construction material. In this work, 20% by weight of cement is replaced with RHA. Compressive strength and workability loss of designed mixes—with and without RHA—were studied at early age and compared with fresh properties of proven printable mortar available in market. Incorporation of RHA has shown significant improvement in rheology of mortar at the rate required for construction 3D printing at large scale.

16 February 2022 in Cement and Concrete Composites
Verified
Journal Article
Closed access
SMShravan Muthukrishnan
Shravan Muthukrishnan
Sayanthan RamakrishnanSayanthan Ramakrishnan
Sayanthan Ramakrishnan
JSJay Sanjayan
Jay Sanjayan