Two-Way Flexural Behavior of Donut-Type Voided Slabs

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초록

Voided slab systems were developed using segmented void formers such as spherical or oval plastic balls for two-way slab applications. This type of slab is expected to behave like a general two-way reinforced concrete slab because it has segmented voids, rather than the continuous voids of hollow core slabs. However, the structural behaviors of two-way voided slabs with segmented voids have not been clearly verified. Therefore, this paper analyzes the possibility of applying a donut-type two-way voided slab, which was investigated with a 12-point two-way bending test focused on global behaviors, including its load bearing capacity, flexural stiffness, ductility, deflection, and load distribution. In addition, the design method of a donut-type two-way voided slab was reviewed through the yield line method. The test results showed that one donut-type two-way voided slab acted like a conventional two-way reinforced concrete slab with the load distributed evenly between the different directions; however, another donut-type two-way voided slab with different characteristics showed uneven load distribution with different crack patterns. In addition, the yield line method could predict the load bearing capacities of the donut-type voided slabs with approximately 95% accuracy.

키워드

voided slab; two-way flexural behavior; experimental investigation and load distribution; REINFORCED-CONCRETE SLABS; LARGE DISPLACEMENTS; STRENGTH; LOAD
제목
Two-Way Flexural Behavior of Donut-Type Voided Slabs
저자
Chung, Joo-Hong; Jung, Hyung-Suk; Bae, Baek-il; Choi, Chang-Sik; Choi, Hyun-Ki
DOI
10.1186/s40069-018-0247-6
발행일
2018-12
유형
Article
저널명
International Journal of Concrete Structures and Materials
권
12
호
1
페이지
1 ~ 13

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