Add-on Module for RFEM 5
RF-CONCRETE NL

• Iterative nonlinear calculation of deformations for beam and plate structures consisting of reinforced concrete by determining the respective element stiffness subjected to the defined loads
• Deformation analyses of cracked reinforced concrete surfaces (state II)
• General nonlinear stability analysis of compression members made of reinforced concrete; for example, according to EN 1992-1-1, 5.8.6
• Tension stiffening of concrete applied between cracks
• Numerous National Annexes available for the design according to Eurocode 2 (EN 1992-1-1:2004 + A1:2014, see EC2 for RFEM)
• Optional consideration of long-term influences such as creep or shrinkage
• Nonlinear calculation of stresses in reinforcing steel and concrete
• Nonlinear calculation of crack widths
• Flexibility due to detailed setting options for basis and extent of calculations
• Graphical representation of results integrated in RFEM; for example, deformation or sag of a flat slab made of reinforced concrete
• Numerical results clearly arranged in tables and graphical display of the results in the model
• Complete integration of results in the RFEM printout report

RF-CONCRETE Surfaces:

The nonlinear deformation analysis is performed by an iterative process considering the stiffness in cracked and non-cracked sections. The nonlinear reinforced concrete modeling requires definition of material properties varying across the surface thickness. Therefore, a finite element is divided into a certain number of steel and concrete layers in order to determine the cross-section depth.

The mean steel strengths used in the calculation are based on the 'Probabilistic Model Code' published by the JCSS technical committee. It is up to the user whether the steel strength is applied up to the ultimate tensile strength (increasing branch in the plastic area). Regarding material properties, it is possible to control the stress-strain diagram of the compressive and tensile strength. For the concrete compressive strength, you can select a parabolic or a parabolic-rectangular stress-strain diagram. On the tension side of the concrete, it is possible to deactivate the tensile strength as well as to apply a linear-elastic diagram, a diagram according to the CEB-FIB model code 90:1993, and concrete residual tensile strength considering the tension stiffening between the cracks.

Furthermore, you can specify which result values should be displayed after the nonlinear calculation at the serviceability limit state:

• Deformations (global, local based on non-/deformed system)
• Crack widths, depths, and spacing of the top and bottom sides in principal directions I and II
• Stresses of the concrete (stress and strain in principal direction I and II) and of the reinforcement (strain, area, profile, cover, and direction in each reinforcement direction)

RF-CONCRETE Members:

The nonlinear deformation analysis of beam structures is performed by an iterative process considering the stiffness in cracked and non-cracked sections. The material properties of concrete and reinforcing steel used in the nonlinear calculation are selected according to a limit state. The contribution of the concrete tensile strength between the cracks (tension stiffening) can be applied either by means of a modified stress-strain diagram of the reinforcing steel, or by applying a residual concrete tensile strength.