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2023-10-04

Materials

Materials are required to define cross-sections. The material properties affect the stiffnesses of members.

Name

You can define any name for the material. If the description matches an entry in the library, RSTAB imports the stored material properties. To select a material from the library, click the Library button at the end of the input line. The import of materials is described in Chapter Material Library.

Info

When entering a common description in the text box, such as "355J", a list box appears for this material, sorted by various standards.

For materials from the library, the "Basic Material Properties" are set by default and cannot be changed. If you want to use user-defined properties of the material, select the User-defined material check box in the "Options" section (see the section User-Defined Material).

Main

The Main tab manages the basic material parameters.

Material Type

The material type is used to define the category of the material. It controls the parameters and factors relevant for the design. The material type also defines the partial safety factors of the material, which are taken into account for the design, depending on the standard.

For a material taken from the library, one of the following material types is preset.

Material Model

The list offers the 'Isotropic | Linear Elastic' and 'Isotropic | Timber | Linear Elastic (Members)' (for wood materials) material models for selection.

Isotropic Linear Elastic

The linear-elastic stiffness properties of the material do not depend on directions. They can be described as follows:

The following conditions apply:

  • E > 0
  • G > 0
  • ν > -1

Isotropic Timber Linear Elastic (Members)

This material model can be selected for materials of the "Timber" type. It allows you to represent, for example, the properties of an oriented strand board (OSB) in a member model, including different stiffnesses depending on the installation position. You can define the position of the board in the "Isotropic Timber | Linear Elastic (Members)" tab using the two lists.

Info

The "Stiffness Modification" tab manages the partial safety factor of the material according to the standard. You can adjust this factor for user-defined materials.

Modulus of Elasticity

The modulus of elasticity E describes the ratio between normal stress and strain.

Shear Modulus

The shear modulus G, also known as the sliding modulus, is the second parameter for describing the elastic behavior of a linear, isotropic, and homogenous material. In this case, the deformation is based on shear stress.

Poisson's Ratio

Poisson's ratio ν is required to determine the transverse strain. Generally, Poisson's ratio for isotropic materials is between 0.0 and 0.5. Therefore, for a value of 0.5 or higher (for example, rubber), it is assumed that the material is not isotropic.

The relation between the modulus of elasticity, shear modulus, and Poisson's ratio for an isotropic material is described in the equation Poisson's Ratio.

Info

For materials from the library, the shear modulus G is determined automatically from the modulus of elasticity and Poisson's ratio. Thus, a symmetrical stiffness matrix is ensured for isotropic materials. The shear modulus values determined in this way may deviate slightly from the specifications in the Eurocodes.

When you enter a User-defined material with its isotropic properties, RSTAB determines the Poisson's ratio based on the values of the modulus of elasticity and the shear modulus. If necessary, you can change this presetting in the "Definition type" list.

Definition Type for Material Properties

E | G | (ν) The Poisson's ratio is determined from the modulus of elasticity and the shear modulus.
E | (G) | ν The shear modulus is determined from the modulus of elasticity and the Poisson's ratio.
E | G | ν The modulus of elasticity, shear modulus, and Poisson's ratio are independent of each other.

Specific Weight / Mass Density

The specific weight γ describes the weight of the material per volume unit. The specification is especially important for the "Self-weight" load type. The automatic self-weight of the model is determined from the specific weight and the cross-sectional areas of the used members.

The density ρ describes the mass of the material per volume unit. This information is required for dynamic analyses.

Coefficient of Thermal Expansion

The coefficient of thermal expansion α describes the linear correlation between changes in temperature and length (elongation of material due to heating, shortening due to cooling).

The coefficient of thermal expansion is relevant for the "Temperature" and "Temperature change" load types.

User-Defined Material

The material properties for materials from the library are preset. Therefore, they cannot be changed directly in the text boxes.

To adjust the properties of a material, select the User-defined material check box in the "Options" dialog section. Then, the text boxes in the "Basic Material Properties" dialog section of the "Main" tab become accessible. Use the "Material Values" tab to also change design-specific properties.

Stiffness Modification

In the case of a user-defined material, you can adjust the stiffness, for example, to consider safety factors or reduced material properties. Two options are available for selection in the "Modification Type" list:

  • Division factor for E and G moduli
  • Multiplier factor for E and G moduli

In the "Parameters" section, enter the factor by which the material stiffness is to be adjusted.

Important

The stiffness modification is only taken into account for the structural analysis, not for the design checks in the design add-ons.

Temperature-Dependent

To define a linear elastic material with temperature-dependent stress-strain properties, select the User-defined and Temperature-dependent check boxes in the "Options" section. Then, you can define the temperature-dependent material properties in the "Temperature-Dependent" tab. These material properties are taken into account for objects that are thermally stressed by temperature or temperature change. When calculating the temperature loads, the final temperature of the respective step is used.

In the "Temperature-Dependent Property" list, select a material property; for example, the modulus of elasticity. Then, use the New button to create the required table rows so that you can enter the temperatures with the corresponding values row by row. You can also use the Importing Excel File button to import data from an Excel spreadsheet.

The "Reference Temperature" defines the stiffnesses for the objects that have no temperature loads. When a reference value, for example, of 300 °C is set, the reduced modulus of elasticity of that point of the temperature curve is applied for all members.

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