Exploring the Synergy: Experimental and Theoretical Investigation of Steel and Glass Fiber Reinforced Polymer (GFRP) Reinforced Slab Incorporating Alccofine and M-Sand — Oak Academic Publishing
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Exploring the Synergy: Experimental and Theoretical Investigation of Steel and Glass Fiber Reinforced Polymer (GFRP) Reinforced Slab Incorporating Alccofine and M-Sand
Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India
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Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India
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Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India
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Department of Civil Engineering, SRM Madurai College for Engineering and Technology, Tamilnadu, India
1 Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India
2 Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India
3 Department of Civil and Structural Engineering, Annamalai University, Chidambaram, India
4 Department of Civil Engineering, SRM Madurai College for Engineering and Technology, Tamilnadu, India
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.
KeywordsFiber Reinforced PolymerAlccofine ConcreteStructural BehaviourMechanical PropertiesOne-Way SlabSustainable Construction MaterialsAlternative Aggregates
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