A Computational Model for Failure Analysis of High-Performance Fiber Reinforced Concrete (HPFRC) Displays Using VIKOR Method

Due to its superior physical qualities versus plain concrete, "fibre reinforced concrete (FRC)" has seen a rise in popularity in recent years. Fire resistance is an inherent challenge when employing FRC in civil structures and other infrastructure that is crucial strategically. The fire resistance of FRC is influenced by different fibre kinds, fibre dosages, and cementitious matrix designs, per the results of the currently available tests. This article offers a thorough analysis of current studies on FRC's firefighting. We cover the creep, shear failure, compressive, elastic modulus, percentage of elongation, hardness, and mass loss heat mechanical and physical properties of steel fibre reinforced concrete, polypropylene "fibre reinforced concrete", and hybrid fibre reinforced concrete in detail. Also, a comparison and summary of the current dynamic simulation for FRC residual attributes are provided. It establishes a rating list of compromises depending on how closely they adhere to the ideal answer. Comprehensive VIKOR, fuzzy VIKOR, modified VIKOR, and intervals VIKOR approaches, in addition to the VIKOR method, have all been established according to the kind of choice problem and the needs of the decision maker. Based on two example instances, this study analyses the ranking achievement of the initial VIKOR approach and its five modifications. The fuzzy VIKOR approach should be chosen when the periodic VIKOR method doesn't quite perform well and the knowledge in the decision situation is ambiguous. Nonetheless, the classic VIKOR is the ideal way to solve any choice problem without needlessly complicating the related mathematical procedures. The alternatives are Normal concrete, Steel fibres concrete, Macro-polypropylene fibres concrete and Micro-polypropylene fibres concrete. The evaluation parameters are Compressive strength (MPa), Tensile strength (MPa) and Tensile strength in relation to compressive strength (%). Normal concrete is got first rank, Steel fibres concrete is got third rank, Macro-polypropylene fibres concrete is got fourth rank and Micro-polypropylene fibres concrete is second rank