PSI - Issue 60

4

Swathy S et.al / Structural Integrity Procedia 00 (2019) 000 – 000

Swathy S et al. / Procedia Structural Integrity 60 (2024) 591–603

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Fig 1 Critical section of the 8 and 16 double stranded fan slab section

Fig 2 Concrete dimensions and reinforcement details for tested specimens.

(a) (b) Fig 3 (a) Concrete Cubes with polypropylene fibre (b) Concrete cubes without fibre