Moisture content and moisture-induced stresses of large glulam members: laboratory tests, in-situ measurements and modelling

References

• Angst-Nicollier, V. (2012) Moisture induced stresses in glulam – Effect of cross section geometry and screw reinforcement. Thesis (PhD), NTNU Trondheim, Norway.
   Google Scholar
• Blaß, H. J., Ehlbeck, J., Kreuzinger, H. and Steck, G. (2004) Erläuterungen zu DIN 1052:2004-08, Entwurf, Berechnung und Bemessung von Holzbauwerken, DGfH, Germany.
   Google Scholar
• Cruz, H. and Custódio, J. (2006) Durability and temperature effects on bond line. Presentation at COST Action FP 1101, Assessment, Reinforcement and Monitoring of Timber Structures, Trento, Italy.
   Google Scholar
• Dietsch, P., Franke, S., Franke, B., Gamper, A. and Winter, S. (2015) Methods to determine wood moisture content and their applicability in monitoring concepts. Journal of Civil Structural Health Monitoring, 5, 115–127. doi: 10.1007/s13349-014-0082-7
   Web of Science ®Google Scholar
• Dyken, T. and Kepp, H. (2010) Monitoring the moisture content of timber bridges. In Proceedings of ICTB International Conference on Timber Bridges, Lillehammer, Norway.
   Google Scholar
• Fortino, S., Hradli, P., Genoese, A., Pousette, A. and Fjellström, P. A. (2016) A multi Fickian hygrothermal model for timber bridge elements under northern Europe climates. In WCTE-Proceedings, Vienna.
   Google Scholar
• Franke, B., Franke, S. and Müller, A. (2015) Case studies: long-term monitoring of timber bridges. Journal of Civil Structural Health Monitoring, 5, 195–202. doi: 10.1007/s13349-014-0093-4
   Web of Science ®Google Scholar
• Franke, B., Franke, S., Müller, A. and Schiere, M. (2016a) Long-term behaviour of moisture content in timber constructions – Relation to service classes. In INTER-Proceedings, Graz.
   Google Scholar
• Franke, B., Franke, S., Schiere, M. and Müller, A. (2016b) Moisture diffusion in wood – Experimental and numerical investigations. In WCTE-Proceedings, Vienna.
   Google Scholar
• Franke, B., Müller, A., Franke, S. and Magniere, N. (2016c) Langzeituntersuchung zu den Auswirkungen wechselnder Feuchtegradienten in blockverleimten Brettschichtholzträgern, Biel/Bienne, Switzerland.
   Google Scholar
• Gamper, A., Dietsch, P., Merk, M. and Winter, S. (2013) Gebäudeklima – Langzeitmessung zur Bestimmung der Auswirkungen auf Feuchtegradienten in Holzbauteilen. Bautechnik, 90(8), 508–519. doi: 10.1002/bate.201300010
   Google Scholar
• Grosser, D. and Zimmer, B. (1989) Einheimische Nutzhölzer und ihre Verwendung, holzbau handbuch R4/T2/F2, Informationsdienstholz, Düsseldorf.
   Google Scholar
• Häglund, M. (2007) Moisture content penetration in wood elements under varying boundary conditions. Wood Science and Technology, 41, 477–490. doi: 10.1007/s00226-007-0131-z
   Web of Science ®Google Scholar
• Jönsson, J. (2001) Moisture induced stresses in glulam cross sections. In CIB-Proceedings, CIB-W18/34-12-4, Italy.
   Google Scholar
• Jorge, L. (2013) Environmental and moisture measurements. Presentation at COST Action FP 1101, Assessment, Reinforcement and Monitoring of Timber Structures, Trento, Italy.
   Google Scholar
• Meteoswiss. (2018) Federal office of meteorology and climatology meteoswiss, available at: http://www.meteoswiss.admin.ch/home.html?tab=overview, Zurich, May 29.
   Google Scholar
• Schiere, M. (2016) Moisture diffusion and moisture induced stresses in glulam cross sections. Thesis (MSc), Bern University of Applied Sciences.
   Google Scholar
• Swiss standard. (2004) SN EN 1995-1-1 Eurocode 5: Design of Timber Structures – Part 1-1: General – Common Rules and Rules for Buildings (Zurich: Schweizerischer Ingenieur- und Architektenverein).
   Google Scholar
• Swiss standard. (2012) SIA 265 Holzbau (Zurich: Schweizerischer Ingenieur- und Architektenverein).
   Google Scholar
• Simpson, W. (1973) Predicting equilibrium moisture content of wood by mathematical models. Wood and Fiber, 5(1), 41–49.
   Google Scholar
• Toratti, T. and Svensson, S. (2000) Mechanosorptive experiments perpendicular to grain under tensile and compressive loads. Wood Science and Technology, 34, 317–326. doi: 10.1007/s002260000059
   Web of Science ®Google Scholar