PSI - Issue 70

Available online at www.sciencedirect.com

ScienceDirect

Procedia Structural Integrity 70 (2025) 548–555

Structural Integrity and Interactions of Materials in Civil Engineering Structures (SIIMCES-2025) Performance of Sustainable Concrete Incorporating Bagasse Ash, Foundry Sand, And Steel Fibres

Ragupathi V. a, *, K. Angu Senthil a , Jagadeesan R. a , S. Arulmozhi b a Department of Civil Engineering, K. S. Rangasamy College of Technology, Tiruchengode – 637215, India. b Department of Civil Engineering, Erode Sengunthar Engineering College, Thudupathi - 638 05, India.

Abstract

An increasing need for sustainable construction materials has prompted the investigation of alternate cementitious and fine aggregate substitutes. This study investigates the partial substitution of cement with bagasse ash, river sand with waste foundry sand, and the addition of steel fibres to enhance mechanical and durability characteristics. The optimum blend was determined to be 15% bagasse ash, 20% waste foundry sand, and 1% steel fibres. Fibres were incorporated to enhance sulphate resistance, reduce water absorption, and improve fracture resistance. The modified concrete mixes were confirmed to be of acceptable to excellent quality by the Ultrasonic Pulse Velocity (UPV) results. The results indicate that sustainable concrete can attain improved strength and durability without forfeiting workability by incorporating industrial by-products and fibre reinforcement © 2025 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under the responsibility of International Conference on Structural Integrity Organizers

Keywords: Sustainable concrete; bagasse ash; foundry sand; steel fibres; mechanical properties; durability; ultrasonic pulse velocity.

* Corresponding author : Tel: +91 9688752664 Email: raguvaradharajan94@gmail.com .

2452-3216 © 2025 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under the responsibility of International Conference on Structural Integrity Organizers 10.1016/j.prostr.2025.07.089

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