TECHNICAL PAPERS
Aug 1, 2001

Modeling of Finger-Joint Failure in Glued-Laminated Timber Beams

Publication: Journal of Structural Engineering
Volume 127, Issue 8

Abstract

This paper presents a novel approach to the modeling of failure of finger-joints in glued-laminated beams. A nonlinear strain-softening model with stochastic material parameters was used to characterize the failure zone of the finger-joint. Monte Carlo simulations of the behavior of laminations with finger-joints and of laminated beams were performed using the finite-element method. Various lamination thicknesses and beam depths were investigated, as well as the effect of varying the ductility of the finger-joint. Finally, the use of simplified finger-joint material models was also investigated. The results show that the proposed approach can account for such phenomena as the size effect and the laminating effect. Another observation is that the finger-joint ductility has a major influence on the lamination and beam strength, and that a special case of the present modeling approach can be made to coincide with the classic weakest link theory of Weibull.

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References

1.
Aicher, S., and Klöck, W. ( 1990). “Spannungsberechnungen zur Optimierung von Keilzinken-profilen für Brettschichtholz-Lamellen.” Bauen mit Holz, Karlsruhe, Germany, 92(5), 356–362 (in German).
2.
Aicher, S., and Klöck, W. ( 1991). “Finger joint analysis and optimization by elastic, nonlinear and fracture mechanics finite element computations.” Proc., 1991 Int. Timber Engrg. Conf., Timber Research and Development Association, London, Vol. 3, 3.66–3.76.
3.
Aicher, S., and Radovic, W. ( 1999). “Untersuchungen zum Einfluß der Keilzinkengeometrie auf die Zugfestigkeit keilgezinkter Brettschichtholz-Lamellen.” Holz als Roh- und Werkstoff, Berlin, 57, 1–11 (in German).
4.
Colling, F. ( 1990). “Tragfähigkeit von Biegeträgern aus Brettschichtholz in Abhängigkeit von den festigkeitsrelevanten Einflußgrößen.” PhD thesis, University of Karlsruhe, Germany.
5.
Ehlbeck, J., Colling, F., and Görlacher, R. ( 1985). “Einfluß keilgezinkter lamellen auf die Biegefestigkeit von Brettschichtholzträgern. Entwicklung eines rechenmodells.” Holz als Roh- und Werkstoff, Berlin, 43, 333–337 (in German).
6.
Faye, C., Lac, P., and Castéra, P. ( 1996). “Application of SFEM to the design of glued laminated timber beams.” Paper Presented at Eur. Workshop on Application of Statistics and Probabilities in Wood Mech., Laboratoire du Bois de Bordeaux, Bordeaux, France.
7.
Foschi, R. O., and Barrett, J. D. (1980). “Glued-laminated beam strength: A model.”J. Struct. Div., ASCE, 106(8), 1735–1754.
8.
Gustafsson, P. J. ( 1985). “Fracture mechanics studies of non-yielding materials like concrete: Modelling of tensile fracture and applied strength analyses.” Rep. TVBM-1007, Division of Building Materials, Lund Institute of Technology, Lund, Sweden.
9.
Hernandez, R., Bender, D. A., Richburg, B. A., and Kline, K. S. ( 1992). “Probabilistic modeling of glued-laminated timber beams.” Wood and Fiber Sci., 24(3), 294–306.
10.
Hillerborg, A., Modéer, M., and Petersson, P-E. ( 1976). “Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements.” Cement and Concrete Res., Oxford, England, 6(6), 773–782.
11.
Leichti, R. J. ( 1988). “Structural finger joints under tensile loading modeled with finite elements and strength theory.” Paper 2415, Forest Research Laboratory, Corvallis, Oreg.
12.
Milner, H. R., and Yeoh, E. (1991). “Finite element analysis of glued timber finger joints.”J. Struct. Engrg., ASCE, 117(3), 755–766.
13.
Nestic, R., Milner, H. R., and Stringer, G. R. ( 1994). “The evaluation of glued laminated timber strength from lamination tension tests.” Paper Presented at IUFRO-S5.02/Timber Engrg. Meeting.
14.
Pellicane, P. J. ( 1992). “A finite element to model thin inhomogeneities in solids.” Forest Products J., 42(1), 50–52.
15.
Pellicane, P. J., Gutkowski, R. M., and Jauslin, C. ( 1994). “Effect of glueline voids on the tensile strength of finger-jointed wood.” Forest Products J., 44(6), 61–64.
16.
Renaudin, P. ( 1997). “Approche probabiliste du comportement mecanique du bois de structure, prise en compte de la variabilite biologique.” PhD thesis, Ecole Normale Superieure de Cachan, Paris (in French).
17.
Schickhofer, G. ( 1996). “Development of efficient glued laminated timber.” Proc., CIB-W18, Meeting 29, Bordeaux, France, International Council for Building Research Studies and Documentation, University of Karlsruhe, Germany, 12.1.1–12.1.17.
18.
Serrano, E. ( 1997). “Finger-joints for laminated beams. Experimental and numerical studies of mechanical behaviour.” Rep. TVSM-3021, Lund University, Division of Structural Mechanics, Lund, Sweden, 〈http://www.byggmek.lth.se〉
19.
Serrano, E., and Gustafsson, P. J. ( 1999). “Influence of bondline brittleness and defects on the strength of timber finger-joints.” Int. J. Adhesion and Adhesives, Oxford, England, 19(1), 9–17.
20.
Serrano, E., and Larsen, H. J. (1999). “Numerical investigations of the laminating effect in laminated beams.”J. Struct. Engrg., ASCE, 125(7), 740–745.
21.
Weibull, W. ( 1939). “A statistical theory of the strength of materials.” Proc., Royal Swedish Inst. for Engrg. Res., Stockholm, 151.
22.
Wernersson, H. ( 1994). “Fracture characterization of wood adhesive bonds.” Rep. TVSM-1006, Lund University, Division of Structural Mechanics, Lund, Sweden.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 8August 2001
Pages: 914 - 921

History

Received: Feb 15, 2000
Published online: Aug 1, 2001
Published in print: Aug 2001

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Per
Res., Div. of Struct. Mech., Lund Univ., P.O. Box 118, SE-221 00, Lund, Sweden. E-mail: [email protected]
Prof., Div. of Struct. Mech., Lund Univ., P.O. Box 118, SE-221 00, Lund, Sweden.
Prof., Div. of Struct. Mech., Lund Univ., P.O. Box 118, SE-221 00, Lund, Sweden.

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