%0 Journal Article
%T Exploring the Synergy: Experimental and Theoretical Investigation of Steel and Glass Fiber Reinforced Polymer (GFRP) Reinforced Slab Incorporating Alccofine and M-Sand
%A Vijayalakshmi Ravichandran
%A Ravichandran Ramanujam Srinivasan
%A Saravanan Jagadeesan
%A Prithiviraj Chidambaram
%J Open Journal of Civil Engineering
%P 334-347
%@ 2164-3172
%D 2024
%I Scientific Research Publishing
%R 10.4236/ojce.2024.143017
%X Introduction: This study investigates the Experimental and Theoretical Investigation of Steel and Glass Fiber Reinforced Polymer (GFRP) Reinforced Slab Incorporating Alccofine and M-sand. Objective: Specific objectives include evaluating the mechanical properties and structural behaviour of steel and GFRP-reinforced one-way slabs and comparing experimental and theoretical predictions. Methods: Four different mix proportions were arrived at, comprising both conventional concrete and Alccofine-based concrete. In each formulation, a combination of normal river sand and M-sand was utilized. Results: Concrete with Alccofine exhibits superior mechanical properties, while M-sand incorporation minimally affects strength but reduces reliance on natural sand. GFRP-reinforced slabs display distinct brittle behaviour with significant deflections post-cracking, contrasting steel-reinforced slabs’ gradual, ductile failure. Discrepancies between experimental data and design recommendations underscore the need for guideline refinement. Conclusion: Alccofine and M-sand enhance concrete properties, but reinforcement type significantly influences slab behaviour. GFRP-reinforced slabs, though exhibiting lower values than steel, offer advantages in harsh environments, warranting further optimization.
%K Fiber Reinforced Polymer
%K Alccofine Concrete
%K Structural Behaviour
%K Mechanical Properties
%K One-Way Slab
%K Sustainable Construction Materials
%K Alternative Aggregates
%U http://www.scirp.org/journal/PaperInformation.aspx?PaperID=135372