ITS-Reinforced Concrete Column Analysis and Design - Version 1.0.0

Description

Reinforced Concrete Column Analysis and Design (RCCAD) is a newly developed reinforced concrete column analysis and design software. The section is meshed into lots of quadrangles with four gauss points each. This meshed section results in the ability of the software to handle irregular section and is suitable for nonlinear analysis with arbitrary loading directions. The sectional non-linear analysis can be performed using a conventional fiber-based method or with Two-Dimensional Non-Linear Finite Element Analysis.

Created By:

  • Bambang Piscesa (ITS-Indonesia)

  • 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.

    Other Contributors:

  • Samani and Attard empirical model with size effect - Ali Khajeh Samani (Federation Univ.-Australia)
  • Piscesa-Attard-Samani plasticity model - Mario M. Attard (UNSW-Australia)