# Generating Wind Loads on Dome with Circular Base According to EN 1991-1-4 in RFEM

## Technical Article on the Topic Structural Analysis Using Dlubal Software

### Technical Article

01/16/2017

001392

Due to their structural efficiency and economic benefits, dome‑shaped roofs are frequently used for storehouses and stadiums. Even if the dome has the corresponding geometrical shape, it is not easy to estimate wind loads due to the Reynolds number effect. The external pressure coefficients (cpe) depend on the Reynolds numbers and on the slenderness of the structure. EN 1991‑1‑4 [1] can help you estimate the wind loads on a dome. Based on this, the following article explains how to define a wind load in RFEM. The wind loads of the structure shown in Figure 01 can be divided as follows:

For wall surfaces, the wind loads are determined according to [1], Ch. 7.9. It describes the external pressure coefficients for circular cylinders depending on the Reynolds number, roughness, and slenderness of a surface. In the case of the warehouse shown in Figure 01, the Reynolds number results in 3.35 × 107 for a velocity pressure of 0.70 kN/m². Based on [1], Figure 7.27, the external pressure coefficients for the Reynolds number of 1.00 × 107 are used by approximation. These are required in RFEM in order to define the load factor as a function of the rotation angle α.

In order to check the applied loads visually, we recommend selecting the "Distribution of load" check box in the Results Navigator (see Figure 04). For this control, it is sufficient to calculate an iteration for the corresponding load case. This saves time in the case of larger structures with a fine FE mesh. The accuracy of the load distribution depends on the FE mesh. The finer the FE mesh, the more accurate the load values are.

[1], Chap. 7.2.8 specifies the external pressure coefficients for domes with rectangular and circular base. In the case of the domes with circular base, the external pressure coefficients should be considered as constant along any plane perpendicular to the wind direction. As you can see in [1], Figure 7.12, the external pressure coefficients can apply to three areas (A, B, and C). The areas in between may be subjected to a linear interpolation. The external pressure coefficient has a value of -0.65 for Area A, -0.80 for Area B, and -0.25 for Area C (see Figure 5). According to [1], Expression 5.1, the wind pressure result for the velocity pressure of 0.70 kN/m² is -0.46 kN/m² for Area A, -0.56 kN/m² for Area B, and -0.18 kN/m² for Area C.

This load can be defined easily in RFEM using free rectangular loads, which can be generated in the menu "Insert" → "Loads". In addition to defining the projection plane and the load direction, it is possible to consider a linear function for the load distribution, which covers the interpolation between the individual areas as mentioned in the previous paragraph. Now, two free rectangular loads are created. One is designated for Area A to B, the second for Area B to C (see Figure 6).

The load distribution function may help you to control the applied wind load. For a better documentation of the load effect, you can optionally create a section (see Figure 7).

Domes are very sensitive to the wind load action, especially when carried out on a membrane or shell structure, and when the dome diameter is very large (for example, in the case of stadiums) [2]. In this case, it is not sufficient to consider only a wind load, but the additional stress distributions must be analyzed. Since [1] does not describe all unfavorable wind effects, the wind pressure coefficients should be verified by means of wind tunnel tests on the model. Therefore, you can also consider the effects of the dome position (for the surrounding buildings, for example).

#### Dipl.-Ing. (FH) Gerhard Rehm

Product Engineering & Customer Support

Mr. Rehm is responsible for the development of products for timber structures, and provides technical support for customers.

#### Reference

 [1] Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions; German version EN 1991-1-4:2005 + A1:2010 + AC:2010 [2] Taylor, T.J.: Wind pressures on a hemispherical dome in Journal of Wind Engineering and Industrial Aerodynamics, Volume 40, Issue 2, June 1992, Pages 199 - 213

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