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What is Patch-Loading Resistance of Steel Girders about?

This seminar report presents a study on the patch-loading resistance of corrugated-web steel I-girders with unequal trapezoidal web folds, utilizing nonlinear finite element models and artificial neural networks. Key findings indicate that unequal fold ratios significantly affect capacity, with optimal ratios around 0.5–0.75 maximizing resistance, while cantilever spans exhibit lower capacities compared to simply supported spans. The developed ANN model predicts ultimate patch-loading capacity with high acc

Author

maheshpitta12

Language

EN