Journal
STRUCTURAL CONCRETE
Volume 15, Issue 1, Pages 81-93Publisher
ERNST & SOHN
DOI: 10.1002/suco.201300043
Keywords
ground-supported slab; displacement; crack propagation; bending; punching; analysis and design methods; design and construction; standards; regulations; guidelines; directives; testing; experiments
Ask authors/readers for more resources
The work presented in this paper is considered to be an attempt to contribute towards a better understanding of the structural behaviour of plain concrete slabs under step loading conditions. The Concrete Society Technical Report TR34 Concrete Industrial Ground Floors is in its 3rd edition (2003) and is currently under review. TR34 covers the design of concrete ground-supported slabs containing fibres, both steel and synthetic, as an alternative to mesh reinforcement. This work reports on tests carried out at different critical loading locations, including the centre, edges and corners of a 6.0 x 6.0 x 0.15 m deep plain concrete slab. The test results are compared with theoretical values derived using available design codes and other information sources. The results show a notable difference between the test results and the theoretical values.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available