Complete Triaxial Stress-Strain Curves of High-Strength Concrete

By D. C. Candappa, J. Sanjayan, Sujeeva Setunge. 2001

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Hoop strains in FRP-confined concrete columns: experimental observations (2015, methodology): “[50], fco is the peak unconfined concrete strength in MPa, eco is the peak unconfined concrete strain, to be calculated using Eq.”
Analysis-oriented stress–strain models for FRP–confined concrete (2007, methodology): “In the model of Chun and Park (2002), a cubic polynomial equation developed by Elwi and Murray (1979) based on the results of Kupfer et al. (1969) from uniaxial compression tests of concrete was used.”
Behaviour of Slurry Infiltrated Fibre Concrete (SIFCON) under triaxial compression (2010, background): “According to the literature review, it has been realized that although there are many studies on the triaxial behaviour of normal concrete, high strength concrete (HSC), and high strength fibre reinforced concrete (HSFRC) [9–18], no comprehensive studies have been conducted on the triaxial behaviour”
A constitutive model for predicting the lateral strain of confined concrete (2015, background): “AC-42-0 [36] 41.”
An analytical model for stress–strain behavior of confined concrete (2005, unknown): “Triaxial compression te for higher strength concrete performed by Candappa e [11] and Xie et al.”
Three dimensional combined fracture-plastic material model for concrete (2008, result): “Comparison between numerical and experimental results on triaxial compression of high strength concrete (Candappa et al., 2001).”