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Experimental Study On The Flexural Behavior of Con by darshika shah.cl is a document available to read on EtoBox.
This study investigates the flexural behavior of concrete-filled steel box slabs, highlighting their high moment capacity and good ductility. Seven specimens were tested to analyze the effects of steel plate thickness, studs, and stiffening plates on their performance. A calculation method for moment capacity was developed and found to be conservative compared to experimental results.
- Author
- darshika shah.cl
- Language
- EN