Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
This article presents and assesses 64 different ways for predicting the failure onset in knotty wooden beams. The aim is to provide engineers and modellers a general view of how to evaluate the failure in wooden structural members with knots. The studied criteria included both the conventional point-based and average stress theories. Special attention was paid to the effect of the elements of the wood mesostructure, i.e. knots and fiber deviation, which can generate singular stress concentrations as notches or cracks would do in fracture mechanics. The case study consisted of predicting the failure onset of bending in structural wooden beams. A previously validated finite element model was used in order to compute the heterogeneous stresses. It was found that the knots caused considerable stress singularities so that the size of the average stress theory influenced the failure predictions by up to 23%. However, the variations generated by distinct phenomenological criteria were in general much smaller. The application of the average stress theory in large stress integration volumes is strongly recommended when predicting the failure in wood members.
Rocznik
Tom
Strony
51--68
Opis fizyczny
Bibliogr. 35 poz., rys., tab.
Twórcy
autor
- Fraunhofer WKI – Institute for Wood Research, Braunschweig, Germany
Bibliografia
- Aicher S., Klöck W. [2001]: Linear versus quadratic failure criteria for in-plane loaded wood based panels. Otto-Graf-Journal 12: 187–199
- Aicher S., Gustafsson P.J., Haller P., Petersson H. [2002]: Fracture mechanics models for strength analysis of timber beams with a hole or a notch. Report of RILEM TC-133, Division of Structural Mechanics, Lund University, Lund
- Argüelles B. [1994]: Animated simulation of wood piece behaviour. Dissertation (in Spanish), Polytechnic University of Madrid, Madrid
- Boström L. [1992]: Method for determination of the softening behavior of wood and the applicability of a non linear fracture mechanics model. Dissertation, Lund University, Lund
- Clouston P., Lam F., Barrett J.D. [1998]: Incorporating size effects in the Tsai-Wu strength theory for douglas-fir laminated veneer. Wood Science and Technology 32 [3]: 215–226
- Foschi R.O., Folz B.R., Yao F.Z. [1989]: Reliability-based design of wood structures. Structural Research Series, Report No. 34, Department of Civil Engineering, University of British Columbia, Vancouver
- Garab J., Szalaj J. [2010]: Comparison of anisotropic strength criteria in the biaxial stress state. Drewno 53 [183]: 51–66
- Grekin M. [2006]: Nordic Scots pine vs. selected competing species and non-wood substitute materials in mechanical wood products – Literature survey. Working Papers of the Finnish Forest Research Institute 36, Finnish Forest Research Institute, Helsinki
- Guindos P., Guaita M. [2013]: A three-dimensional wood material model to simulate the behavior of wood with any type of knot at the macro-scale. Wood Science and Technology 47 [43]: 585–599
- Guindos P., Guaita M. [2014]: The analytical influence of all types of knots on bending. Wood Science and Technology 48 [3]: 533–552
- Guindos P., Ortiz J. [2013]: The utility of low-cost photogrammetry for stiffness analysis and finite-element validation of wood with knots in bending. Biosystems Engineering 114 [2]: 86–96
- Gustafsson P.J., Serrano E. [1999]: Fracture mechanics in timber engineering – some methods and applications. Proceedings of 1st RILEM Symposium on Timber Engineering, Stockholm: 141–150
- Hashin Z. [1980]: Failure criteria for unidirectional fiber composites. Journal of Applied Mechanics-T ASME 47 [2]: 329–334
- Hill R. [1948]: A theory of the yielding and plastic flow of anisotropic metals. Philosophical Transactions of the Royal Society A 193 [1033]: 281–297
- Hoffman O. [1967]: The brittle strength of orthotropic materials. Journal of Composite Materials 1 [2]: 200–206
- Kasal B., Leichti R.J. [2005]: State of the art in multiaxial phenomenological failure criteria for wood members. Progress on Structructural Engineering Materials 7 [1]: 3–13
- Landelius J. [1989]: Finite area method. Report TVSM 5043, Division of Structural Mechanics, Lund University, Lund
- Liu J.Y. [1984]: Evaluation of the tensor polynomial strength theory for wood. Journal of Composite Materials 18 [3]: 216–226
- Masuda M. [1986]: Theoretical consideration on fracture criteria of wood. Bulletin of the Kyoto University Forestry 58: 241–250
- Masuda M. [1988]: Theoretical consideration on fracture criteria of wood-Proposal of a finite small area theory. Proceedings of the WCTE 1988, Seattle, Vol 2, pp. 584–595
- Masuda M. [1994]: Theoretical consideration on fracture criteria of wood-Proposal of non-linear finite small area fracture criterion. Proceedings of PTEC 1988, Gold Coast, Vol 2, pp. 479–485
- Murray I. [2007]: Manual for LS-DYNA wood material model 143, Turner-Fairbank Highway Research Center, APTEK Inc., Lake Plaza Drive Springs, Colorado
- Nahas M.N. [1986]: Survey of failure and post-failure theories of laminated fiber-Reinforced composites. Journal of Composites, Technology and Research 8 [4]: 138–153
- Norris C.B. [1962]: Strength of orthotropic materials subjected to combined stresses. US Forest Products Laboratory, Report No. 1816, Madison, WI
- Paris P.C., Sih G.C. [1965]: Stress analysis of cracks. ASTM Special Technical Publication STP 381: 30–80
- Phillips G.E., Bodig J., Goodman J.R. [1981]: Flow grain analogy. Wood Science 14 [2]: 55–64
- Shih C.F., Lee D. [1978]: Further developments in anisotropic plasticity. Journal of Engineering Materials and Technology 100 [3]: 294–302
- Smith I., Landis E., Gong M. [2003]: Fracture and fatigue in wood, first ed. Wiley, West Sussex
- Thelandersson S., Larsen H.J. [2003]: Timber engineering, first ed. Wiley, West Sussex.
- Tsai S.W. [1965]: Strength characteristics of composite materials. NASA Report No. CR-224, Washington DC
- Tsai S.W., Azzi V.D. [1966]: Strength of laminated composite materials. AIAA Journal 4 [2]: 296–301
- Tsai S.W., Wu E.M. [1971]: A general theory of strength for anisotropic materials. Journal of Composite Materials 5 [1]: 58–80
- Valliappan S., Boonlaulohr P., Lee I.K. [1976]: Non-linear analysis for anisotropic materials. International Journal of Numerical Methods in Engineering 10 [3]: 597–606
- Yamada S.E., Sun C.T. [1978]: Analysis of laminate strength and its distribution. Journal of Composite Materials 12 [3]: 275–284
- List of standards
- DIN EN 408 [2010]: Timber structures – Structural timber and glued laminated timber – Determination of some physical and mechanical properties
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-891e8ce1-525d-4003-9f74-892396708fbf