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Full-Text Articles in Engineering
Shear And Peel Stresses At The Interface Between Hollowcore Slabs And The Topping Concrete, Aiham Adawi
Shear And Peel Stresses At The Interface Between Hollowcore Slabs And The Topping Concrete, Aiham Adawi
Electronic Thesis and Dissertation Repository
Hollowcore slabs are used in floors and roofs of residential, commercial, industrial and institutional buildings. They are precast/prestressed concrete elements produced using the extrusion process. Their surface finish can be “machine-cast” or “intentionally roughened”. A typical floor consists of a number of hollowcore slabs that are connected together. Prestressing causes hollowcore slabs to camber, which results in an uneven floor surface. A 50 mm topping concrete is commonly cast to level the floor surface. To avoid delamination, engineers require bonding agents to be applied on the hollowcore slab surface before pouring the topping concrete. The concrete topping can be used …
Analytical Modeling Of The Interface Between Lightly Roughened Hollowcore Slabs And Cast-In-Place Concrete Topping, Aiham Adawi, Maged A. Youssef, Mohamed E. Meshaly
Analytical Modeling Of The Interface Between Lightly Roughened Hollowcore Slabs And Cast-In-Place Concrete Topping, Aiham Adawi, Maged A. Youssef, Mohamed E. Meshaly
Civil and Environmental Engineering Publications
Hollowcore slabs are commonly used in different types of structures. They are usually topped with a 50 mm concrete topping. Structural engineers can use this topping to increase the slab load carrying capacity. North American design standards relate the horizontal shear strength at the interface between hollowcore slabs and the concrete topping to the slab surface roughness. This paper presents results of four push-off tests on hollowcore slabs supplied by two manufacturers and roughened using a conventional steel broom. The tested slabs sustained higher horizontal shear stresses than those specified by the design standards. Utilizing the data from the push-off …