1. Shear strength behavior of concrete castellated steel beam.
- Author
-
Bunyan, S. K., Hamood, M. J., and Al-Quraishi, H.
- Subjects
SHEAR strength ,CONCRETE ,CONCRETE slabs ,STEEL ,COMPRESSIVE strength - Abstract
The automated procedure for the constructing the elements of lightweight structures is developed in recent years. The concrete castellated steel beam is the one of these types of elements. The castellated beams have a big I-section height with web holes constructed together with concrete slab through shear connectors. In this paper, the shear behaviors of simply supported castellated beams are investigated. The experimental program consists of tested eight castellated beams. One solid beam and the rest are 30% and 50% percent of castellation beams. The variables considered in this study are the shear span to depth ratio, degree of castellation, concrete compressive strength and number of holes in effective shear area. According to the experimental work, it was concluded that the decrease in degree of castellation from 100% to 0%, increase the load bearing capacity of beams by 45% and decrease the mid-span deflection by 65%. Also, the capacity of castellated beam increased by 53% when the shear span to depth ratio decreases from 1.95 to 0.78. [ABSTRACT FROM AUTHOR]
- Published
- 2023
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