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@article{180317,
        author = {SAI KUMAR. A and KUMARAN. G},
        title = {PROBABILISTIC SAFETY EVALUATION OF GEOPOLYMER CONCRETE ONE WAY SLABS REINFORCED WITH GFRP REBARS},
        journal = {International Journal of Innovative Research in Technology},
        year = {2025},
        volume = {12},
        number = {1},
        pages = {607-619},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=180317},
        abstract = {The unpredictability of factors affecting the 
flexural strength of structural elements is taken into 
consideration by reliability analysis. The development 
of structural dependability techniques offers a more 
stable foundation for the design codes to grow. The 
dependability analysis of the flexural behaviour of 
GFRP-GPC (Glass Fibre Reinforced polymer-Geo 
polymer Concrete) one way slabs is the main emphasis 
of 
this study. The uncertainties associated with 
modelling and statistics are part of the analysis. 
Models to describe variation in the existing structural 
materials and the structural loading are drawn from 
the literature. The dependability index is used to 
quantify structural reliability. For the flexural limit 
states, the changes in the reliability index with design 
loads are examined. The reliability has been evaluated 
using simulation and first-order reliability methods. It 
is also examined how the sectional dimensions and 
reinforcement ratio affect the dependability index. The 
results of this work bring to light the many variables 
affecting the reliability of GPC one way slabs 
reinforced with GFRP reinforcements and the need for 
continuing research to better describe these variables.},
        keywords = {Flexural strength, GFRP, GPC, One  way slabs, Reliability.},
        month = {June},
        }