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@article{202341,
        author = {Mr Chetan Sandip Dalvi and Prof V S Shingade and Prof V V Shelar},
        title = {Structural Performance and Cost Optimization of Hollow RCC Columns Compared with Solid Members Using ANSYS Workbench},
        journal = {International Journal of Innovative Research in Technology},
        year = {2026},
        volume = {12},
        number = {12},
        pages = {6267-6272},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=202341},
        abstract = {The present study focuses on the structural performance and cost optimization of hollow reinforced cement concrete (RCC) columns compared with conventional solid members using ANSYS Workbench. The primary objective of this research is to evaluate how introducing hollow sections within columns affects their load-carrying capacity, deformation behavior, and overall material efficiency. In this work, hollow rectangular and square cross-sections with varying hollow core areas of 2500 mm², 5625 mm², and 10000 mm² will analyz separately for columns. The finite element analysis (FEA) is performed to determine parameters such as stress distribution, deflection, and ultimate load capacity under different loading conditions. The results from hollow and solid members are compared to assess structural efficiency and material savings. This study aims to identify the optimal hollow configuration that maintains adequate structural strength while reducing the self-weight and material cost of RCC members. The findings will expect to provide practical insights for the design of lightweight and cost-effective structural systems without compromising safety and performance},
        keywords = {},
        month = {May},
        }