Simulation of Masonry
Structural engineering FEA software RFEM is the basis of a modular software system. RFEM is used to define structures, materials, and loads for planar and spatial structural systems consisting of plates, walls, shells and members.
The program also allows you to create combined structures as well as model solid and contact elements.
By using the structural analysis software RFEM and the RF‑MAT NL add‑on module, it is possible to assess the structural behavior of masonry realistically.
The following article explains the procedure in detail:
The structural analysis software provided by Dlubal can be seamlessly integrated into the Building Information Modeling (BIM) process. A variety of interfaces allows you to exchange data from digital building models with RFEM or RSTAB.
The Czech research team participates in saving the stone monuments in Angkor, registered as UNESCO World Heritage Site, which are currently largely deteriorated.
The structural engineering software RFEM for FEM analysis and design by Dlubal Software was used to create numerical models and carry out the structural analysis.
In December 2013, a hotel with extraordinary architecture was opened in Davos, Switzerland. The building has the shape of a “Golden Egg” and is situated on a mountainside.
The hotel is elliptic in shape with all corners rounded out constructed with reinforced concrete.
A fourteen-story Ramada Innsbruck Tivoli hotel in Austria represents one of the highest buildings of the beautiful Alpine city of Innsbruck. The hotel terrace provides a breathtaking panoramic view over the Tyrolean mountains and the world-famous Bergiselschanze.
The science park completes the Johannes Kepler University Linz in Austria by five further buildings.
The building element 1 is a framed structure made of reinforced concrete. The structure includes a deep basement used as a parking garage, and a first floor with laboratories.
These designed multi-story residential buildings with commercial units on the ground floor and a one‑story underground parking garage are located in Krakow, Poland.
The building consists of four segments with a common foundation plate and underground level extending beyond the outline of the aboveground structure.
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In order to realistically capture the structural behaviour of masonry in RFEM, it is necessary to initially select a material and a material model. Since masonry responds to tension by cracking, a nonlinear material model must be specified, which can be done if the RF‑MAT NL add‑on module is available.
Hotel Intercontinental in Davos, Switzerland | Designed with RFEM by Sailer Stepan und Partner GmbH, Munich/Germany | www.ssp-muc.com
High -rise residential buildings with shops and underground parking | Realized with RFEM by MGM Konstrukcje Inżynierskie sc Krakow, Poland | www.mgm-ki.pl
Wörgl Center in Lenk, Austria | Realized with RFEM by AGA-Bau-Planungs GmbH Kufstein, Austria | www.agabau.at
Science Park in Linz, Austria | Realized with RFEM by Werkraum Wien Ingenieure ZT-GmbH, Vienna | www.werkraumwien.at
Wooden mass boiler house in Kočevje, Slovenia | Designed with RFEM by AG-inženiring d.o.o. Kočevje/Slovenia | www.ag-i.si
New construction of secondary school and grammar school in Laupheim | Realized with RFEM by the engineering office Rohmer GmbH, Laupheim | www.ib-rohmer.de
Woodcube - A five -story building in Hamburg | Realized with RFEM by Isenmann Ingenieure, Haslach | www.isenmann-ingenieure.de
The direct interface with Revit allows you to update the Revit model according to the changes you have made in RFEM or RSTAB. Depending on the modification, the Revit objects may have to be regenerated (deleting the object and subsequent regeneration). The regeneration is performed on the basis of the RFEM/RSTAB model.
If you want to avoid this regeneration, activate the option "Update only materials, thicknesses, and sections." In this case, only the properties of the objects will be adjusted. Changes different from those in material, surface thickness, and section are, however, not considered in this case.
- When modeling a building, there is a location where I have a wall on a ceiling that is not supported underneath. What are the modeling options for this?
- What does "Mortar Joint" mean if using "Masonry" as a material with the standard EN 1996‑1‑1?
- What is the meaning of the brickwork class in the material library for masonry according to EN 1996‑1‑1?
- I have purchased the add-on module RF-MAT NL, but I cannot find it anywhere.
- Why does the calculation after changing surface stiffnesses into "Without membrane tension" take a long time? How are they calculated?
- In the material library for masonry, there is the ratio "g/t". What does this mean exactly?
- How can I consider a door lintel made of sectional steel in my wall surface?
- How do I define temperature loads on a composite beam?
How can I apply concentrated loads to a curved surface?
Why are my steel members not being designed for stability in RF-STEEL AISC?
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Consideration of nonlinear material laws