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Catalogue : Details

Julien Michels

Bearing Capacity of Steel Fiber Reinforced Concrete Flat Slabs

FrontBack
 
ISBN:978-3-8440-8328-6
Series:Schriftenreihe des Laboratory of Solid Structures
Herausgeber: Prof. Dr.-Ing. Danièle Waldmann
Luxemburg
Keywords:steel fiber reinforced concrete; flat slabs; experimental analysis; bearing capacity; fiber orientation; finite element analysis; yield line theory; safety factor;
Type of publication:Thesis
Language:English
Pages:270 pages
Figures:208 figures
Weight:401 g
Format:24 x 17 cm
Bindung:Paperback
Price:49,80 € / 62,30 SFr
Published:December 2021
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Abstract:The research activities investigate the behavior of concrete flat slabs with steel fibers as only reinforcement without any additional steel bars. For this purpose, small- and large-scale experiments were conducted on SFRC plates to assess their load-carrying capacity. Finite element investigations allowed for a parameter study on various influences on the ultimate load. Eventually, a calculation model based on yield line theory is presented for structural design purposes. In this context, a safety factor for the tensile strength of the SFRC is derived based on a semi-probabilistic safety-design.

According to a current design philosophy, general application of fibers as only reinforcement would be limited to special configurations allowing a dense column grid and reduced opening sizes.