DOL effect of different sized timber beams;DOL-Effekt (Duration of Load) in Trägern verschiedener Form und Abmessung

Holz als Roh - und Werkstoff

Volumn 56, Issue 5, 1998, Pages 279-284

  Morlier, P ^a   Ranta Maunus, A ^b  

^a LRBB   (France)

^b VTT TECHNICAL RESEARCH CENTRE OF FINLAND   (Finland)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0343126867     PISSN: 00183768     EISSN: None     Source Type: Trade Journal    
DOI: 10.1007/s001070050320     Document Type: Article

References (16)

1. Aicher S, Dill-Langer G, Ranta-Maunus A (1998) Duration of load effect in tension perpendicular to the grain of glulam in different climates. Holz Roh- Werkstoff 56: 295-305 (this issue)
2. Aicher S, Dill-Langer G (1997) DOL effect in tension perpendicular to the grain of glulam depending on service classes and volume. For Proceedings CIBW18 Meeting 30, paper 30-9-1, Vancouver
3. Aicher S, Dill-Langer G (1996) Influence of cylindrical anisotropy of wood and loading conditions on off-axis stiffness and stresses of a board in tension perpendicular to the grain. For Otto-Graf-Journal, vol. 7: 216-242, FMPA-Otto-Graf-Institute, Stuttgart
4. Barret D (1996) DOL - past, present and future. COST 508 International Conference on Wood Mechanics, Stuttgart, Germany
5. Fridley KJ, Tang RC, Soltis LA, Yoo CH (1992) Hygrothermal effects on load-duration behaviour of structural lumber. For J. Struct. Eng. ASCE, vol 118 no.4
6. Gustafsson PJ, Hoffmeyer P, Valentin G (1998) DOL effect on end-notched-beams. Holz Roh- Werkstoff 56: 307-317 (this issue)
7. Hanhijärvi A, Hoffmeyer P, Galimard P (1998) Experimental results and modeling on the DOL-effect of straight beams in variable climate conditions. Holz Roh- Werkstoff 56; 285-293 (this issue)
8. Hoffmeyer P (1990) Failure of wood as influenced by moisture and duration of load. Doctoral dissertation, State University of New York, College of Environmental Science and Forestry, Syracuse, New York
9. Jourdain C, Valentin G (1997) Fracture mechanisms of a wooden notched beam during long term tests in natural climate. COST Action E8 Workshop on Wood Water Relations, Copenhagen
10. Lebatteux M (1997) Durée de vie de poutres en bois reconstitué soumises à un environnement climatique naturel. Doctoral dissertation, Université Bordeaux I
11. Madsen B (1992) Structural behaviour of timber (chapter 6: Duration of Load). Timber Engineering LTD, Canada
12. Morlier P (1997) Project AIR2-CT94-1057 - Duration of Load effect on different sized timber beams. Final report, published by LRBB
13. Morlier P, Valentin G, Toratti T (1994) Review of the theories on long term strength and time to failure. COST 508 Workshop on service life assessment of wooden structures, VTT, Espoo Finland
14. Ranta-Maunus A, Hanhijärvi A (1996) Computational analysis of the effect of transverse anisotropy and annual ring pattern in cross sections of curved glulam beams on the size effect of strength. European Workshop on Application of Statistics and Probabilities in Wood Mechanics, Bordeaux
15. Toratti T (1993) Load Duration in a variable environment. COST 508 workshop on Plasticity and Damage of Wood, Limerick, Ireland
16. Toratti T (1992) Creep of Timber Beams in a variable Environment. Doctoral dissertation, Helsinki University of Technology, Finland