Shear Strength of Slabs in Stub Girders

Buckner, C. Dale; Mckee, D C; Deville, Danny J.

doi:10.1061/jsdeag.0005641

Cited by 4 publications

(1 citation statement)

References 0 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Three girders were considered, each with different quantities and patterns of transverse steel. They concluded that transverse reinforcement does not significantly influence the longitudinal shear capacity of a stub girder (Buckner et al, 1981; Kullmari and Hosain, 1985; Nadaskay and Buckner, 1985). Through testing 28 portions or sub assemblages of a complete stub girder, Hosain did other studies of function of headed shear stud connectors to attach the reinforced concrete slab to steel stubs in a stub-girder structural floor system.…”

Section: Previous Research Papersmentioning

confidence: 99%

State of the art report on stub girder flooring systems

Masoudina

2021

Advances in Structural Engineering

View full text Add to dashboard Cite

Stub girder flooring systems are a widely used system in modern steel buildings. This type of system is a composite flooring system consisting of a continuous steel beam and a reinforced concrete slab set apart by a series of short, and usually wide, flange parts known as stubs. While many studies and research have been conducted on this system in steel-concrete composite structures, comparable comprehensive research has not been done on Stub girder flooring system for timber construction. This study represents a review on stub girders, and focuses on experimental and analytical works in the area. Finally, pervious researches and experimental data about stub girder flooring system have been collected and summarized in a table format which has been listed parameters in the researches.

show abstract

Section: Previous Research Papersmentioning

confidence: 99%