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KB 001623 | Nonlinear Calculation of a Floor Slab Made of Steel Fiber-Reinforced Concrete in the Ultimate Limit State with RFEM
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Description
Steel fiber-reinforced concrete is mainly used nowadays for industrial floors or hall floors, foundation plates with low loads, basement walls, and basement floors. Since the publication in 2010 of the first guideline about steel fiber-reinforced concrete by the German Committee for Reinforced Concrete (DAfStb), a structural engineer can use standards for the design of the steel fiber-reinforced concrete composite material, which makes the use of fiber-reinforced concrete increasingly popular in construction. This article describes the nonlinear calculation of a foundation plate made of steel fiber-reinforced concrete in the ultimate limit state with the FEA software RFEM.
Keywords
Dlubal Knowledge Base Stahlfaserbeton Fundamentplatte Bodenplatte Hochregallager Industriefußboden Faserbeton Nachrisszugfestigkeit Leistungsklasse Dlubal KB Knowledge Base Technischer Beitrag
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Describing the procedure for the serviceability limit state design of a floor slab made of steel fiber-reinforced concrete.
Nonlinear Calculation of a Floor Slab Made of Steel Fiber-Reinforced Concrete in the Ultimate Limit State with RFEM
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- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
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- Why do I get a discontinuous area in the distribution of internal forces? In the area of the supported line, the shear force VEd shows a jump, which does not seems to be plausible.
- Is there a possibility in RFEM to define a global polar grid with the origin lies in the global zero point, for example, and which applies to several surfaces?
