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Understanding and classifying local, distortional and global buckling in open thin-walled members by: B.W. Schafer and S. Ádány SSRC Annual Stability Conference.

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Presentation on theme: "Understanding and classifying local, distortional and global buckling in open thin-walled members by: B.W. Schafer and S. Ádány SSRC Annual Stability Conference."— Presentation transcript:

1 Understanding and classifying local, distortional and global buckling in open thin-walled members by: B.W. Schafer and S. Ádány SSRC Annual Stability Conference Montreal, Canada April 6, 2005

2 Motivation and challenges Modal definitions based on mechanics Implementation Examples

3 Thin-walled members

4 What are the buckling modes? member or global buckling plate or local buckling other cross-section buckling modes? – distortional buckling? – stiffener buckling?

5 Buckling solutions by the finite strip method Discretize any thin-walled cross-section that is regular along its length The cross-section “strips” are governed by simple mechanics – membrane: plane stress – bending: thin plate theory Development similar to FE “All” modes are captured y

6 L cr M cr local buckling distortional buckling lateral-torsional buckling Typical modes in a thin-walled beam

7 Why bother? modes  strength

8 What’s wrong with what we do now?

9 What mode is it? LocalLTB ?

10 Are our definitions workable? Distortional buckling. A mode of buckling involving change in cross-sectional shape, excluding local buckling Not much better than “you know it when you see it” definition from the Australian/New Zealand CFS standard, the North American CFS Spec., and the recently agreed upon joint AISC/AISI terminology

11 We can’t effectively use FEM We “need” FEM methods to solve the type of general stability problems people want to solve today – tool of first choice – general boundary conditions – handles changes along the length, e.g., holes in the section 30 nodes in a cross-section 100 nodes along the length 5 DOF elements 15,000 DOF 15,000 buckling modes, oy! Modal identification in FEM is a disaster

12 Generalized Beam Theory (GBT) GBT is an enriched beam element that performs its solution in a modal basis instead of the usual nodal DOF basis, i.e., the modes are the DOF GBT begins with a traditional beam element and then adds “modes” to the deformation field, first Vlasov warping, then modes with more general warping distributions, and finally plate like modes within flat portions of the section GBT was first developed by Schardt (1989) then extended by Davies et al. (1994), and more recently by Camotim and Silvestre (2002,...)

13 Generalized Beam Theory Advantages – modes look “right” – can focus on individual modes or subsets of modes – can identify modes within a more general GBT analysis Disadvantages – development is unconventional/non-trivial, results in the mechanics being partially obscured – not widely available for use in programs – Extension to general purpose FE awkward We seek to identify the key mechanical assumptions of GBT and then implement in, FSM, FEM, to enable these methods to perform GBT-like “modal” solutions.

14 GBT inspired modal definitions

15 Global modes are those deformation patterns that satisfy all three criteria. #1 #2 #3

16 #1 membrane strains:  xy = 0, membrane shear strains are zero,  x = 0, membrane transverse strains are zero, and  v = f(x), long. displacements are linear in x within an element. #1 #2 #3

17 #2 warping:  y  0, longitudinal membrane strains/displacements are non-zero along the length. #1 #2 #3

18 #3 transverse flexure:  y = 0, no flexure in the transverse direction. (cross-section remains rigid!) #1 #2 #3

19 Distortional modes are those deformation patterns that satisfy criteria #1 and #2, but do not satisfy criterion #3 (i.e., transverse flexure occurs). #1 #2 #3

20 Local modes are those deformation patterns that satisfy criterion #1, but do not satisfy criterion #2 (i.e., no longitudinal warping occurs) while criterion #3 is irrelevant. #1 #2 #3

21 Other modes (membrane modes ) do not satisfy criterion #1. Note, other modes typically do not exist in GBT, but must exist in FSM or FEM due to the inclusion of DOF for the membrane. #1 #2 #3

22 example of implementation into FSM

23 Constrained deformation fields FSM membrane disp. fields: a GBT criterion is so therefore or

24 general FSM constrained FSM impact of constrained deformation field

25 Modal decomposition Begin with our standard stability (eigen) problem Now introduce a set of constraints consistent with a desired modal definition, this is embodied in R Pre-multiply by R T and we create a new, reduced stability problem that is in a space with restricted degree of freedom, if we choose R appropriately we can reduce down to as little as one “modal” DOF

26 examples

27 lipped channel in compression “typical” CFS section Buckling modes include – local, – distortional, and – global Distortional mode is indistinct in a classical FSM analysis 200mm 50mm 20mm P t=1.5mm

28 classical finite strip solution

29 modal decomposition

30 modal identification

31 I-beam cross-section textbook I-beam Buckling modes include – local (FLB, WLB), – distortional?, and – global (LTB) If the flange/web juncture translates is it distortional? 200mm 80mm t w =2mm t f =10mm M

32 classical finite strip solution

33 modal decomposition

34 modal identification

35 concluding thoughts Cross-section buckling modes are integral to understanding thin-walled members Current methods fail to provide adequate solutions Inspired by GBT, mechanics-based definitions of the modes are possible Formal modal definitions enable – Modal decomposition (focus on a given mode) – Modal identification (figure out what you have) within conventional numerical methods, FSM, FEM.. The ability to “turn on” or “turn off” certain mechanical behavior within an analysis can provide unique insights Much work remains, and definitions are not perfect

36 acknowledgments Thomas Cholnoky Foundation Hungarian Scientific Research Fund U.S., National Science Foundation

37

38 varying lip angle in a lipped channel lip angle from 0 to 90 º Where is the local – distortional transition? 200mm 120mm 10mm P  t=1mm ?

39 classical finite strip solution  = 0º = 18º = 36º = 54º = 72º = 90º  Local? Distortional? L=170mm,  =0-36º Local? Distortional? L=700mm,  =54-90º

40  = 0º = 18º = 36º = 54º = 72º = 90º   º

41 What mode is it? ?

42 lipped channel with a web stiffener modified CFS section Buckling modes include – local, – “2” distortional, and – global Distortional mode for the web stiffener and edge stiffener? 200mm 50mm 20mm P t=1.5mm 20mm x 4.5mm

43 classical finite strip solution

44 modal decomposition

45 modal identification

46 Coordinate System

47 FSM K e = K em + K eb Membrane (plane stress)

48 FSM K e = K em + K eb Thin plate bending

49 FSM K e = K em + K eb Membrane (plane stress)

50 FSM Solution Ke Kg Eigen solution FSM has all the cross-section modes in there with just a simple plate bending and membrane strip

51

52 Classical FSM Capable of providing complete solution for all buckling modes of a thin-walled member Elements follow simple mechanics membrane u,v, linear shape functions plane stress conditions bending w, cubic “beam” shape function thin plate theory Drawbacks: special boundary conditions, no variation along the length, cannot decompose, nor help identify “mechanics-based” buckling modes

53 Are our definitions workable? Local buckling. A mode of buckling involving plate flexure alone without transverse deformation of the line or lines of intersection of adjoining plates. Distortional buckling. A mode of buckling involving change in cross-sectional shape, excluding local buckling Flexural-torsional buckling. A mode of buckling in which compression members can bend and twist simultaneously without change of cross-sectional shape. * definitions from the Australian/New Zealand CFS standard

54 finite strip method Capable of providing complete solution for all buckling modes of a thin-walled member Elements follow simple mechanics bending w, cubic “beam” shape function thin plate theory membrane u,v, linear shape functions plane stress conditions Drawbacks: special boundary conditions, no variation along the length, cannot decompose, nor help identify “mechanics-based” buckling modes

55 Special purpose FSM can fail too

56 Experiments on cold-formed steel columns 267 columns,  = 2.5,  = 0.84


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