# Smoothing of Surface Internal Forces in RFEM

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

### Technical Article

4 November 2019

001606

When calculating a surface model, the internal forces are determined separately for each finite element. Since the element-by-element results usually represent a discontinuous distribution, RFEM performs smoothing of the internal forces that takes into account the influence of adjacent elements. The discontinuous distribution of internal forces is adjusted with this method. The result evaluation is thus clearer and easier.

You can select different options in the program to display unsmoothed or smoothed results. They are described in the RFEM manual. Smoothing options to evaluate surface internal forces and stresses are also explained in this technical article. The following article uses an example to illustrate how the internal forces in finite elements for smoothing are used to determine the values. In addition to the position of a finite element, the plate theory - Mindlin or Kirchhoff - plays a role in this process.

#### Example: Plate According to Mindlin and Kirchhoff

A plate with the dimensions 4 m ⋅ 3 m is created as a two-dimensional model. The plate is hinged on both sides to the shorter boundary lines. The rotation of the longer boundary lines is restrained by a restraint. To avoid transversal strain effects, Poisson's ratio of the material is set to zero. To compare the determination of internal forces according to the plate-bending theories of Kirchhoff and Mindlin, a plate thickness of 80 cm is selected. Thus, the ratio d/L = 0.2 is given in the limit zone between the two bending theories (see https://www.dlubal.com/en/support-and-learning/support/faq/003158).

To keep it simple, the mesh size of the FE mesh is set to 1 m. Thus, there are 4 ⋅ 3 finite elements.

A load of p = 5 kN/m² acts on the plate. The self-weight is not applied in the load case.

#### Unsmoothed Internal Forces

The results of the computation kernel for the internal forces vx and mx are considered for a longitudinal section running in the center of the plate. The distribution of the unsmoothed internal forces element by element can be represented by the "Not Continuous" display option. According to the bending theories of Mindlin and Kirchhoff, the diagrams shown in Figure 02 are available.

#### Standard Smoothing for Internal Nodes

For FE nodes that lie within a surface, the arithmetic mean is first formed from the nodal values of the adjacent finite elements. For this approach, the elements must lie in a surface and on the same side of a possible internal line. The node must not be a user-defined node in the surface.

For the location of discontinuity at x = 1.00 m, these values are the following internally (the result of this step is not available for the output).

Mindlin:

Formula 1

$$vx(1) = 7.5 2.52 = 5mx(1) = 8.772 5.3512 = 7.061$$

Kirchhoff:

Formula 2

$$vx(1) = 7.785 2.5952 = 5.19mx(1) = 7.954 7.9042 = 7.929$$

#### Smoothing for Edge Nodes

At the edges of a surface ("Continuous within surfaces" smoothing option) or a model ("Continuous Total"), there are no adjacent finite elements that could be used for averaging the nodal values. Therefore, a different approach is used, which is performed in two steps.

In the first step, the averaged values are calculated for those nodes that are not located on the edge of a surface or the model. The values of the nodes at the edges are calculated in such a way that the original values remain in the centers of the finite elements. In the second step, the averaged values for the edge nodes are determined.

The following values result for the edge node at x = 0.00 m.

Mindlin:

Formula 3

$$vx(0) = 7.5 (7.5 - 5) = 10mx(0.5) = 5.351 2.9822 = 4.167mx(0) = 4.167 (4.167 - 7.061) = 1.272$$

Kirchhoff:

Formula 4

$$vx(0) = 7.785 (7.785 - 5.19) = 10.381mx(0.5) = 7.954 0.3792 = 4.167mx(0) = 4.167 (4.167 - 7.929) = 0.404$$

#### Shear Forces

According to Mindlin, the shear forces are calculated as the first derivative of the deflection.

Formula 5

$$vx = 5 · G · h6 · ∂w∂x Φyvy = 5 · G · h6 · ∂w∂y Φx$$

These values are determined by the calculation kernel and used directly. The smoothing of shear forces is then carried out as described above, depending on the position of the FE node in the surface.

In the bending theory according to Kirchhoff, the shear forces are calculated as the third derivative of the deflection.

Formula 6

$$vx = - E · h312 · 1 - μ2 · ∂3w∂x3 ∂3w∂x∂y2vy = - E · h312 · 1 - μ2 · ∂3w∂y3 ∂3w∂x2∂y$$

This value determination using the third derivative results in a considerable loss of accuracy. For this reason, the shear forces of the computation kernel are not used, but determined from the derivations of the moments by an improved approach.

Formula 7

$$vx = ∂mx∂x ∂mxy∂yvy = ∂my∂y ∂mxy∂x$$

The moments mx, my, and mxy in the equations represent the smoothed values that are determined according to the methods described above. This results in more accurate values for the shear forces than calculating them with the computation kernel.

Formula 8

$$vx(0) = vx(1)- = 7.929 - 0.404 = 7.525vx(1) = vx(2)- = 10.429 - 7.929 = 2.5vx(1) = 7.525 2.52 = 5.013vx(0) = 7.525 7.525 - 5.013 = 10.038$$

#### Moments

While the moment values in the integration points correspond to the theoretical values, the extrapolation leads to a loss of accuracy when using the hyperbolic paraboloid function for smoothing. A hyperbolic paraboloid only approximates the moment distribution in the element. For this reason, an improved algorithm is used that replaces the extrapolation with an advanced shear force integral method. Since the distribution of shear force in the surface element is assumed to be the shape of a hyperbolic paraboloid (surface of the second order), the integral of this surface represents a surface of the third order, which displays the moment distribution with greater accuracy.

This approach corresponds to the equations described above for determining the shear forces via the derivatives of the moments. The moments are then determined with the following equations.

Formula 9

$$mx = ∫vx - ∂mxy∂ydx mx,0my = ∫vy - ∂mxy∂xdy my,0$$

The integration constants mx,0 and my,0 are calculated from the conditions of the value in the center of the member.

Formula 10

$$mx,C = ∫SmxdSSmy,C = ∫SmydSS$$

S represents the surface of the element.

The values of the internal forces are determined by the methods described above; the integrals, by a numerical integration. The moments thus determined are then smoothed according to the method for internal nodes or edge nodes.

In the bending theory according to Mindlin, the following values result in this example.

First element:

Formula 11

$$vx(x) = 10 - 5 xmx(x) = ∫vxdx mx,0 = 10 x - 52 x2 mx,0mx,C = mx(0.5) = 4.167 = ∫0110 x - 52 x2 mx,0 = 102 x2 - 56 x3 mx,0x01 = 4.167 mx,0mx,0 = mx(0) = 4.167 - 4.167 = 0mx(1)- = 10 - 52 0 = 7.5$$

Second element:

Formula 12

$$vx(x) = 5 - 5 xmx(x) = ∫vxdx + mx,0 = 5 x - 52 x2 + mx,0mx,C = mx(1.5) = 9.167 = ∫015 x - 52 x2 + mx,0 = 52 x2 - 56 x3 + mx,0x01 = 1.667 + mx,0mx,0 = mx(1)+ = 9.167 - 1.667 = 7.5mx(1) = mx(1)- + mx(1)+2 = 7.5 + 7.52 = 7.5$$

The following values are obtained for the bending theory according to Kirchhoff.

First element:

Formula 13

$$vx(x) = 10.038 - 5.025 xmx(x) = ∫vxdx mx,0 = 10.038 x - 5.0252 x2 mx,0mx,C = mx(0.5) = 4.167 = ∫0110.038 x - 5.0252 x2 mx,0 = 10.0382 x2 - 5.0256 x3 mx,0x01 = 4.182 mx,0mx,0 = mx(0) = 4.167 - 4.182 = - 0.015 mx(1)- = 10.038 - 5.0252 - 0.015 = 7.511$$

Second element:

Formula 14

$$vx(x) = 5.013 - 5.013 xmx(x) = ∫vxdx + mx,0 = 5.013 x - 5.0132 x2 + mx,0mx,C = mx(1.5) = 9.167 = ∫015.013 x - 5.0132 x2 + mx,0 = 5.0132 x2 - 5.0136 x3 + mx,0x01 = 1.671 + mx,0mx,0 = mx(1)+ = 9.167 - 1.671 = 7.496mx(1) = mx(1)- + mx(1)+2 = 7.511 + 7.4962 = 7.503$$

In the smoothing process, the steps described above are performed gradually in the program. The smoothed values can be displayed graphically with the display option "Continuous within Surfaces".

#### Dipl.-Ing. (FH) Robert Vogl

Technical Editor, Product Engineering & Customer Support

Mr. Vogl creates and maintains the technical documentation. In addition, he is involved in the development of the SHAPE-THIN program and provides customer support.

#### Reference

Write Comment...

Write Comment...

• Views 2235x
• Updated 7 March 2022

Do you have any further questions or need advice? Contact us via phone, email, chat or forum or find suggested solutions and useful tips on our FAQ page, available 24/7.

RFEM 6 for Students | USA

Online Training 8 June 2022 1:00 PM - 4:00 PM EST

RFEM 6 for Students | USA

Online Training 8 June 2022 1:00 PM - 4:00 PM EST

Glass Design with Dlubal Software

Webinar 8 June 2021 2:00 PM - 2:45 PM CEST

Blast Time History Analysis in RFEM

Webinar 13 May 2021 2:00 PM - 3:00 PM EST

Timber Beam and Surface Structures | Part 2: Design

Webinar 11 May 2021 2:00 PM - 3:00 PM CEST

Plate and Shell Buckling Utilizing Dlubal Software

Webinar 30 March 2021 2:00 PM - 2:45 PM CEST

Webinar 10 March 2021 2:00 PM - 3:00 PM EST

The Most Common User Errors With RFEM and RSTAB

Webinar 4 February 2021 2:00 PM - 3:00 PM CET

Webinar 19 January 2021 2:00 PM - 3:00 PM EST

Dlubal Info Day Online | 15 December 2020

Webinar 15 December 2020 9:00 AM - 4:00 PM CET

Webinar 1 December 2020 2:00 PM - 2:45 PM CET

FEA Troubleshooting and Optimization in RFEM

Webinar 11 November 2020 2:00 PM - 3:00 PM EST

Soil-Structure Interaction in RFEM

Webinar 27 October 2020 2:00 PM - 2:45 PM CET

NBC 2015 Modal Response Spectrum Analysis in RFEM

Webinar 30 September 2020 2:00 PM - 3:00 PM EST

Documenting Results in the RFEM Printout Report

Webinar 25 August 2020 2:00 PM - 2:45 PM CEST

Webinar 20 August 2020 2:00 PM - 3:00 PM EST

How to Be More Productive Using RFEM

Webinar 7 July 2020 3:00 PM - 4:00 PM CEST

Introduction to Solid Modeling in RFEM

Webinar 30 June 2020 2:00 PM - 3:00 PM EST

Length 1:34 min

Length 3:02:59 min

Length 2:50:30 min

Length 1:34:45 min

Length 0:55 min

Length 4:21:11 min

Length 2:44:49 min

Length 1:03 min

Length 3:03:33 min

Length 5:11 min

Length 2:30:54 min