Program Features:
- Design code supported: ACI-318-2014, SNI-2847-2002, AS3600
- Empirical based constitutive model supported: Mander [1], Attard-Setunge [2], Samani-Attard [3, 4].
- Plasticity based constitutive model supported: Piscesa-Attard-Samani [5, 6].
Future Development:
- Interconnection with 3D-NLFRAME for multi-scale analysis of RC structures using Windows Communication Foundation (WCF).
References:
[1] 1988, Mander JB, Priestley MJN, Park R, "Theoretical stress-strain model for confined concrete.", ASCE Journal of Structural Engineering, 114 (8).
[2] 1996, Attard MM, Setunge, "Stress-strain relationship of confined and unconfined concrete." ACI Materials Journal 93 (5), 432-442.
[3] 2012, Samani AK, Attard MM, "A stress strain model for uniaxial and confined concrete under compression." Elsevier - Engineering Structures, 41, 335-349.
[4] 2014, Samani AK, Attard MM, "Lateral strain model for concrete under compression." ACI Structurals Journal 111 (2), 441-451.
[5] 2017, B Piscesa, MM Attard, AK Samani, S Tangaramvong, "Plasticity constitutive model for stress-strain relationship of confined concrete.",
ACI Structural Journal 114 (2), 361-371.
[6] 2016, B Piscesa, MM Attard, AK Samani, "A lateral strain plasticity model for FRP confined concrete.", Elsevier - Composite Structures 158, 160-174.