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This paper analyzes reinforced concrete brick-filled composite beams, proposing the replacement of less stressed concrete near the neutral axis with lightweight bricks to reduce weight and costs while maintaining structural integrity. The Method of Initial Functions (MIF) is employed for the analysis, allowing for accurate stress and displacement calculations in layered beams. Results indicate that the presence of bricks does not significantly reduce the strength of the beams, achieving both economic and su

Author

Pushpendra Palash

Language

EN