Verification for modeling of ultimate load for lightweight palm oil clinker reinforced concrete beams with web openings using response surface methodology
The document describes research on modeling the ultimate load capacity of lightweight palm oil clinker reinforced concrete beams with web openings. Fifteen beam specimens were tested with variations in depth, opening location, and opening length. Response surface methodology was used to develop a model to predict ultimate load based on these parameters. The model showed good adaptability and accuracy in comparing predicted and experimental load capacities, allowing optimization of beam design.
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Verification for modeling of ultimate load for lightweight palm oil clinker reinforced concrete beams with web openings using response surface methodology