Users:General FEM Analysis/Elements Reference/Truss1

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	=== Dead Load ===		=== Dead Load ===
−	Dead load is implemented. It takes the volume of the element and the density of the material which is then multiplied by the assigned acceleration value in the proposed direction.	+	*implemented.
	== Theory ==		== Theory ==

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Revision as of 07:11, 13 January 2017

Contents 1 General Description 1.1 Element Type 1.2 Degrees of Freedom 2 Input Parameters 2.1 Parameter Description 2.2 Example of a Complete Input Block 3 Element Loading 3.1 Dead Load 4 Theory 4.1 Material parameter 4.2 Cross-section area parameter 4.3 Lagrange type 5 References

General Description

Element Type

• This TRUSS1 element is a truss element with 3 translational degrees of freedom per node
• The truss element neglects bending and torsional stiffness
• The ratio of the cross-sectional dimensions and the length is much smaller than 1( a/L << 1 and b/L << 1), the truss is reduced to its center-line
• The cross-sectional area is constant over the element
• The truss element is also used as a cable, as which it can also account for prestress

Degrees of Freedom

The membrane element uses the 3 translatoric degrees of freedom, DISP_X, DISP_Y, DISP_Z.

Input Parameters

Parameter Description

Compulsory Parameters
Parameter	Values, Default(*)	Description
MAT	EL-MAT int	Number for the used Material e.g. MAT=EL-MAT 1
AREA		cross-section area of the cable
SIG11		Prestress of the cable.
Optional Parameters
Parameter	Values, Default(*)	Description
LAGRANGE	TOTAL, UPDATED	Definition of lagrange type. UPDATED for form finding and TOTAL for statics or dynamics. (e.g. LAGRANGE=UPDATED)

Example of a Complete Input Block

EL-PROP 1 : TRUSS1
MAT= EL-MAT 1   AREA=1.0
PRESTRESS       SIG11=1.0

Element Loading

Being a line element not all general load cases are applicable.

Dead Load

• implemented.

Theory

The theory and finite element formulation is described in detail in ^[1] , ^[2] and ^[3].

For the correct use of the truss element and the interpretation of related results, the following aspects should be considered:

Material parameter

With the parameter MAT the material that is used in the calculation is defined. Being a line element with constant, fixed cross-sectional area, only linear elastic isotropic is foreseen for now.

Cross-section area parameter

The parameter AREA defines the cross-section area of the truss. The area is assumed constant over the element and throughout the computation.

Lagrange type

With the (optional) LARANGE parameter it is possible to switch between form finding and statical/dynamical analysis. For the value UPDATED the element is for form finding and for the value TOTAL the element is for statical/dynamical analysis. It is important that the LANGRANGE parameter match to the type of analysis.

References

1. ↑ Dieringer, F.: Implementierung eines geometrisch nichtlinearen Membranelements in einer objektorientierten Programmierumgebung, Master's Thesis, Lehrstuhl für Statik, Technische Universität München, 2009
2. ↑ Linhard, J.: Numerisch-mechanische Betrachtung des Entwurfsprozesses von Membrantragwerken, Lehrstuhl für Statik, Technische Universität München, 2009
3. ↑ Dieringer, F.: Numerical Methods for the Design and Analysis of Tensile Structures, Lehrstuhl für Statik, Technische Universität München, 2014

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