A detailed rendering of a steel-fiber concrete floor slab, showcasing its structural components and layout in a case study setting.
Case Study

400 Meters of Trust: Design of Steel Fiber-Reinforced Concrete Using RFEM 6

Modeling Combined Reinforcement in Steel-Fiber-Reinforced Concrete Foundation Slabs

Industrial foundation slabs made of steel fiber-reinforced concrete, combined with reinforcing steel, present a unique structural challenge: The structural behavior results from the interaction of concrete, steel fibers, and conventional steel reinforcement, which is described by nonlinear material laws. Older software solutions were unable to perform modeling of this composite behavior in a single model. For projects such as a 400-meter-long battery cell factory, the enormous scale of the structure—with varying loads and highly stressed areas along its entire length—required a modeling approach that could provide precise analysis of both settlement differences and nonlinear deformation responses. The Excel calculations could cover only a portion of the required design checks, making a powerful FE solution indispensable.

Nonlinear RFEM 6 Workflow for Steel Fiber-Reinforced Concrete and Soil-Structure Interaction

RFEM 6 provides the engineering office Müller & Lobisch the ability to model steel fiber-reinforced concrete foundation slabs entirely within a single FE environment. Frank Lobisch defines user-defined stress-strain diagrams for steel fiber-reinforced concrete and ordinary concrete directly in RFEM 6—including the declining branch of the material curve, which he incorporated into the software in close collaboration with the Dlubal development team. The nonlinear material model for steel fiber-reinforced concrete is seamlessly linked to nonlinear soil models, resulting in an expanded margin of safety for the governing limit states. The majority of the required design checks are performed in RFEM 6; supplementary design checks are carried out as needed using custom Excel calculations.

Advantages of Using Dlubal Software

  • Combined reinforcement in a single model — RFEM 6 integrates nonlinear material models for steel fiber-reinforced concrete with conventional steel bar reinforcement in a single environment, allowing for precise composite design.
  • Maximum modeling flexibility — From individual connections to industrial floor slabs up to 400 meters long, RFEM 6 consistently and comprehensively models every scale.
  • Nonlinear soil-structure interaction — The direct coupling of nonlinear material models with nonlinear soil models opens up new possibilities for foundation design and settlement analyses.
  • Efficient design workflow — the vast majority of the required structural design checks are performed within RFEM 6, which reduces manual effort and ensures consistent, transparent calculations.

Structural Design of 400-Meter-Long Battery Cell Factory Using RFEM 6

The structural design of the foundation slab for a battery cell factory with a total length of over 400 meters was one of the most challenging modeling tasks the engineering office Müller & Lobisch has ever undertaken. The enormous length of the structure required a specifically simplified model that still had to account for the varying load distributions and highly stressed areas along the entire building axis. Differences in settlement within the plate had to be precisely designed, as deviations could affect both the structural integrity and the operational requirements of the manufacturing facility.

RFEM 6 was indispensable for this project. The combination of precision and flexibility allowed for modeling of the governing areas of the large-scale foundation slab, extraction of internal forces from the relevant zones, and performance of all design checks within the same FEM environment. The ability to combine nonlinear floor models with the nonlinear material behavior of the steel fiber-reinforced concrete foundation slab gave Frank Lobisch the confidence that the calculated results were reliable and fully justifiable in the structural design.

Stress-Strain Modeling of Steel Fiber-Reinforced Concrete in RFEM 6

One of the key features that Frank Lobisch relies on in RFEM 6 is the ability to freely define stress-strain diagrams for steel fiber-reinforced concrete. This level of detail in the material model is crucial for precise design verification in the serviceability and ultimate load-bearing capacity states of industrial floor slabs, as it is necessary to accurately account for the contribution of the fiber reinforcement to the residual tensile strength.

Frank Lobisch’s contribution goes far beyond the mere use of the software: He actively collaborates with the Dlubal development team and has played a governing role in introducing the decreasing stress-strain diagram for steel fiber-reinforced concrete in RFEM. This long-standing partnership between user and developer allows him to help shape software development based on real-world project experience and to benefit from improvements that stem directly from his own engineering practice.