2_05-beam

Beam ModelingModule 5

October 30, 2001Inventory #0015715-*

October 30, 2001Inventory #0015715-*5. Beam ModelingBeam elements are line elements used to create a one-dimensional idealization of a 3-D structure.They are computationally more efficient than solids and shells and are heavily used in several industries:Building constructionBridges and roadwaysPeople movers (trams,railcars, buses)Etc.


October 30, 2001Inventory #0015715-*...Beam ModelingIn this chapter, we will present a brief introduction to beam modeling via the following topics:A. Beam PropertiesB. Beam MeshingC. Loading, Solution, ResultsD. Workshop


October 30, 2001Inventory #0015715-*Beam ModelingA. Beam PropertiesThe first step in beam modeling, as with any analysis, is to create the geometry usually just a framework of keypoints and lines.Then define the following beam properties:Element typeCross sectionMaterial


October 30, 2001Inventory #0015715-*Beam Modeling...Beam PropertiesElement TypeChoose one of the following types:BEAM188 3-D, linear (2-node)BEAM189 3-D, quadratic (3-node)ANSYS has many other beam elements, but BEAM188 & 189 are generally recommended.Applicable to most beam structuresSupport linear as well as nonlinear analyses, including plasticity, large deformation, and nonlinear collapseAbility to include multiple materials to simulate layered materials, composites, reinforced sections, etc.Ability to create user defined section geometryEasy to use, both in preprocessing and postprocessing phases


October 30, 2001Inventory #0015715-*Beam Modeling...Beam PropertiesCross SectionTo completely define a BEAM188 or 189 element, you also need to specify its cross section properties.The BeamTool provides a convenient way to do this.Preprocessor > Sections > Common Sectns...Select the desired shape, then enter its dimensions.Press the Preview button to view the shape, then OK to accept it.If there are multiple cross sections, specify a different section ID number (and an optional name) for each.


October 30, 2001Inventory #0015715-*Beam Modeling...Beam PropertiesA sample preview (SECPLOT) of an I-beam cross section is shown below.In addition to the predefined cross-section shapes, ANSYS allows you to create your own, user-defined shape by building a 2-D solid model.You can save user-defined sections as well as standard sections with the desired dimensions in a section library for later use.See Chapter 15 of the ANSYS Structural Analysis Guide for more information.


October 30, 2001Inventory #0015715-*Beam Modeling...Beam PropertiesMaterial PropertiesBoth linear and nonlinear material properties are allowed.After all beam properties are defined, the next step is to mesh the geometry with beam elements.


October 30, 2001Inventory #0015715-*Beam ModelingB. Beam MeshingMeshing the geometry (lines) with beam elements involves three main steps:Assign line attributesSpecify line divisionsGenerate the meshThe MeshTool provides a convenient way to perform all three steps.


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingStep 1: Line AttributesLine attributes for beam meshing consist of:Material numberSection IDOrientation keypointDetermines how the cross section is oriented with respect to the beam axis.Must be specified for all cross-section types.A single keypoint can be assigned to multiple lines (i.e, no need to specify a separate keypoint for each line).Each end of a line can have its own orientation keypoint, allowing the cross section to be twisted about the beam axis.


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingExamples of using orientation keypoints:


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingTo assign line attributes, use the Element Attributes section of the MeshTool (or select desired lines and use the LATT command).Pick lines Additional attributes for BEAM188 & 189


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingStep 2: Line DivisionsFor BEAM188 and 189 elements, a single element spanning the entire beam length is not recommended.Use the Size Controls section of the MeshTool (or the LESIZE command) to specify the desired number of line divisions.


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingStep 3: Generate the MeshFirst save the database (Toolbar > SAVE_DB or SAVE command).Then press the Mesh button in the MeshTool (or issue LMESH,ALL) to generate the mesh.Pick lines


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingTo see the cross-section shape in the element display, activate the element shape key:Utility Menu > PlotCtrls > Style > Size and ShapeOr /ESHAPE,1


October 30, 2001Inventory #0015715-*Beam Modeling...Beam MeshingAfter beam meshing is completed, the next step is to apply loads and solve.


October 30, 2001Inventory #0015715-*Beam ModelingC. Loading, Solution, ResultsTypical loading for beam models consists of:Displacement constraintsapplied at keypoints or nodesForcesapplied at keypoints or nodesPressuresload per unit lengthapplied on element facesSolution > Apply > Pressures > On BeamsOr SFBEAM commandGravity or rotational velocityacts on entire structure


October 30, 2001Inventory #0015715-*Beam Modeling...Loading, Solution, ResultsTo obtain the solution:First save the database.Then solve. (Or write the loads to a load step file and solve all load steps later.)Results review is the same as for other stress analyses:View the deformed shapeCheck reaction forcesPlot stresses and strainsThe main advantage of BEAM188 and 189 is that with the element shape key activated (/ESHAPE,1), stresses can be directly viewed on the elements (similar to solids and shells).


October 30, 2001Inventory #0015715-*Beam Modeling...Loading, Solution, ResultsDemo:Resume frame.db (contains lines, kps, loading, element type, material, and two cross sections)Plot the two cross section already defined (SECPLOT,1 & 2)Define a third cross section using the BeamTool:ID=3: Name = peak, Sub-type = box (hollow rectangle), W1=6, W2=6; T1=T2=T3=T4=0.25Bring up MeshTool, GPLOT, then assign the following line attributes:Sloping lines: mat=1, secnum=3, orientation KP = topmost KP (#100)Left vertical lines: mat=1, secnum=2, orientation KP = #102Right vertical lines: mat=1, secnum=2, orientation KP = #101Left & front horizontal lines: mat=1, secnum=1, orientation KP = #1Right & back horizontal lines: mat=1, secnum=1, orientation KP = #3Specify size=20 on all linesSave, then LMESH,ALL; then EPLOT with /ESHAPE,1Constrain the 4 bottom keypoints in all DOFs and apply a force of -10,000 lb in the fy direction on keypoint #9Solve, then review results: deformed shape (animate), reaction forces, SX stresses (= axial + bending). Select elements with section ID=3 and replot stresses. Repeat for ID=2.


October 30, 2001Inventory #0015715-*Beam ModelingD. WorkshopThis workshop consists of the following problem:W4. Building FramePlease refer to your Workshop Supplement for instructions.


2_05-beam

Documents

Transcript of 2_05-beam