Investigation of Concrete Tensile Strength with Partial Replacement of Cement with Bamboo Stem Ash (BSA) in Concrete Structures
Authors
Department of Civil and Environmental Engineering, University of Lagos (Nigeria)
Article Information
DOI: 10.51584/IJRIAS.2026.11080073
Subject Category: Engineering & Technology
Volume/Issue: 11/8 | Page No: 952-958
Publication Timeline
Submitted: 2026-08-18
Accepted: 2026-08-20
Published: 2026-09-07
Abstract
The research study is an investigation of concrete tensile strength with bamboo stem ash (BSA) partial replacement of cement and involves evaluation of split tensile strength of BSA concrete under certain curing conditions for optimum replacement level of BSA. Cement paste is solely responsible for the formation of intermolecular bonds in solid concrete which directly affects tensile strength. The research procedure involves casting concrete cylindrical elements (150 x 300 mm long) using a mix proportion of 1:1.5:3 and a constant water cement ratio of 0.5. Concrete was partially replaced with bamboo stem ash at 5%, 7.5%, and 10% by weight of cement. Workability test was performed using slump test and two curing conditions were employed, ie, air and water, also splitting tensile test experiment were conducted at 3, 7, 14, 21, 28 and 42 days. Split tensile strength is calculated from observed failure load due to tension, and equivalent to loss of intermolecular force of attraction (ie, debonding) between concrete molecules. The observed results indicated that for air cured specimen, control concrete exhibited substantial increase in tensile strength between 3 and 14 days with maximum of 2.15 N/mm2 at 14 days, similarly 5% BSA concrete demonstrated considerable improvement during this period, with increase from 1.43 N/mm2 to 1.75 N/mm2 at 14 days, while replacement levels of 7.5% and 10% resulted in progressive reduction in tensile strength due to effect of BSA contribution to cementitious-paste matrix bond strength. Water cured specimen produces stable strength development throughout the curing period and at 3 days, 5% BSA concrete presented highest splitting tensile strength of 8.66N/mm2 at 14 days while the control concrete specimen strength equals 8.00 N/mm2 at 14 days. In conclusion, 5% BSA replacement level consistently produced highest tensile strength performance and beneficial effect at this replacement level effectively compensated for reduction in cement content
Keywords
Concrete, Cement, BSA, Tensile strength, Intermolecular forces
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References
1. Afolabi O A and Edidi S I A (2025), Effect of Partial Replacement of Cement with Rice Husk ash (RHA) in Concrete Performance. Nnamdi Azikwe University Journal of Civil Engineering, Nnamdi (NAUJCVE), Vol 4 (2), Pp 15-23 [Google Scholar] [Crossref]
2. Afolabi O A and Salako A (2025), Effect of Wood Ash as an Alternatives Cementitous Materials in Partial Replacement of cement in Concrete, Journal of Civil and Systems Engineering, Uniben. Nigeria. Vol 22 (1), Pp 1-8 [Google Scholar] [Crossref]
3. Ahmed R M S (2025), Colomb’s Law: Electric Charges and Force Interaction. Higher Institute of Engineering, Shorouk academy, Cairo Egypt, Pp 28 pgs [Google Scholar] [Crossref]
4. Ange-Therese A, Mini Z, Jiaxin C and Surendra P S (2021), Nanostructure of Calcium-Silicate-hydrates in Fine Recycled Aggregates Concrete. Cement and Composites, Vol 115 (5), Pp 103827–103841 [Google Scholar] [Crossref]
5. BS EN 12350-2: Testing Fresh Concrete-Part 2: Slump Test [Google Scholar] [Crossref]
6. BS EN 12390-6: European and British Standard for Testing Tensile Splitting Strength of Hardened Concrete test Specimens [Google Scholar] [Crossref]
7. BS EN 197-1: British Standards for cement: Composition and Conformity Specification [Google Scholar] [Crossref]
8. Dabbagh H, Nosoudi A and Doost H m 92017), Linear Numerical Stress Analysis of Concrete specimens under different Direct Tension Test Setups. Journal of Stress Analysis, Vol 1 (2), Pp 1-12 [Google Scholar] [Crossref]
9. Deiaf A B A (2016), Bonding Between Aggregates and Cement pastes in Concrete. Journal of Civil Engineering and Architecture, Vol 10 (3), Pp 353-358 [Google Scholar] [Crossref]
10. Flatt R J (2004), Dispersion Forces in Cement Suspensions. Cement and Concrete Research, Vol 34 (3), Pp 399-408 [Google Scholar] [Crossref]
11. Israelachvili J N (2011), Intermolecular and Solid Forces. 3rd edition, Published by Elsevier Academic Press Inc. Amsterdam, Netherlands. [Google Scholar] [Crossref]
12. Joanna K D M, Beatriz R D, Lorenzo C M D and Tengson G B E (2025), Experimental Analysis of Self-Compacting Concrete (SSC) Reinforced with Chopped Carbon Fiber Reinforced Polymer (CCFRP). Civil Engineering and Architecture, vol 13 (2), Pp 1260-1272 [Google Scholar] [Crossref]
13. Le A H (2021), Evaluation of the Splitting Tensile strength of Ultra-high Performance Concrete. Ntt Hi-tech Institute, Nguyen Tat Thainh University, Ho chi Minh City, Vietnam, Pp 1149-1160 [Google Scholar] [Crossref]
14. Leksikowati S S and Rachmawali D (2024), Distribution of Silicon in Different Organ of Bamboo. BIO Web of Conferences 94, 06006, Pp 1-11 [Google Scholar] [Crossref]
15. Lindsay C M, Buszek R J, Boatz J A and Fajardo M E (2018). The Quest for Greater Chemical Energy Storage II, on the Relationship between Bond Length and Bond Energy. AIP Conference Proceedings, AIP Publishing Pp 1-7 pgs [Google Scholar] [Crossref]
16. Madandoust R, Kazemi M and Moghadam S Y (2017), Analytical Study of Tensile Strength of Concrete. Romanian Journal of Materials, Vol 47 (2), Pp 204–209 [Google Scholar] [Crossref]
17. Ojha P N, Singh B and Singh P (2022), Empirical equations for Predicting Split Tensile and Flexural Strength of High Strength Concrete including Effect of Steel Fibre. Research on Engineering Structures and Materials, Vol 9 (1), Pp 95-112 [Google Scholar] [Crossref]
18. Rashid M A, Mansur M A and Paramasivam P (2002), Correlations between Mechanical Properties of High-Strength Concrete. Journal of Materials in Civil Engineering, 2002, Pp 230-238 [Google Scholar] [Crossref]
19. Samuel l, Eric L, Andre N, Jean-Claude M and Jean-Pierre G (2001), Investigation by Atomic Force Microscopy of Forces at the Origin of Cement cohesion. Ultramicroscopy Vol 86 (1-2), Pp 11-21 [Google Scholar] [Crossref]
20. Shen Q, Chen W, Liu C, Zou W and Pan L (2019), The Tensile Strength and Damage Characteristics of Two Types of Concrete and Their Interface. Materials, Vol 13, Pp 1-18 [Google Scholar] [Crossref]
21. Windisch A (2021), The Tensile Strength; the Most Fundamental Mechanical Characteristics of Concrete. Concrete Structures, Vol 22 (1-3), Pp 17-23 [Google Scholar] [Crossref]
22. Yan K, Xu H, Shen G and Liu P (2013), Prediction of Splitting Tensile Strength from Cylinder Compressive Strength by Suppor Vector Machine. Advances in Materials Science and Engineering, Vol 2013 (2), Pp 13 Pgs [Google Scholar] [Crossref]
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