2009
DOI: 10.1007/s11043-009-9103-z
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A 3D moisture-stress FEM analysis for time dependent problems in timber structures

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Cited by 91 publications
(98 citation statements)
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“…While basic information about viscoelasticity is given in Nowacki (1965) and Lockett (1972) for example, bending creep tests can be found in Zhou et al (1999) and Bengtsson and Kliger (2003) or under tensile and compressive load in Toratti and Svensson (2000). Theoretical investigations concerning constitutive laws and models were studied in Kaliske (2000), Svensson and Toratti (2002), Hanhijärvi and Mackenzie-Helnwein (2003) or Fortino et al (2009).…”
Section: Introductionmentioning
confidence: 99%
“…While basic information about viscoelasticity is given in Nowacki (1965) and Lockett (1972) for example, bending creep tests can be found in Zhou et al (1999) and Bengtsson and Kliger (2003) or under tensile and compressive load in Toratti and Svensson (2000). Theoretical investigations concerning constitutive laws and models were studied in Kaliske (2000), Svensson and Toratti (2002), Hanhijärvi and Mackenzie-Helnwein (2003) or Fortino et al (2009).…”
Section: Introductionmentioning
confidence: 99%
“…The moisture content of timber has a significant influence on the long-term behaviour of STC members. Accordingly, the initial moisture content of each fibre within the timber component should be determined first, and the moisture content of timber over time is calculated with respect to the relative humidity and temperature of the environment by solving the Fick's second law [23] given by…”
Section: Frame Fe Formulationmentioning
confidence: 99%
“…The diffusion coefficient has been shown to depend on both moisture content and temperature [19]. The moisture exchange with the ambient air which occurs on the surface can be described as follows [14]:…”
Section: Numerical Modelmentioning
confidence: 99%
“…Models based on Fick's second law of diffusion are frequently used in applications such as prediction of creep [10][11][12] and calculation of moisture induced stresses [13,14]. However, the parameters of these models are usually limited to moisture contents below the fiber saturation point where wood is not susceptible to decay [4].…”
Section: Introductionmentioning
confidence: 99%