Model fitting for visco-elastic creep of Pinus radiata during kiln drying

被引:24
|
作者
Haque, MN
Langrish, TAG [1 ]
Keep, LB
Keey, RB
机构
[1] Univ Sydney, Dept Chem Engn, Sydney, NSW 2006, Australia
[2] Univ Canterbury, Wood Technol Res Ctr, Christchurch 1, New Zealand
关键词
D O I
10.1007/s002260000058
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
This work examines the applicability of mathematical models for correlating the visco-elastic strains during kiln drying of radiata pine (Pinus radiata D. Don) sapwood at various temperatures and moisture contents. The eventual aim is to use a mathematical model incorporating these strains to optimise the drying schedules and minimise the degradation. Data sets from previous experiments (Keep 1998) obtained at temperatures from 20 to 140 degreesC for sapwood at 5, 15 and 20% moisture contents (dry basis) were analysed. The data were fitted for various theoretical models, namely the Maxwell, Kelvin and Burgers models, and the Bailey-Norton equation. The parameter values and standard errors for the above models over the range of experimental data have been determined. The results indicate that the Maxwell model did not fit the experimental data well, having only one parameter. In most cases, the Bailey-Norton equation was inadequate, as it is a power-law model with a predicted continuous increase in creep with time and does not predict a plateau in the creep strain, as has been observed for most of Keep's (1998) data. The Kelvin model gave a better fit than the Bailey-Norton equation for most of the data sets. From visual inspection of the plots for the experimental data and the model predictions with time, it was found that both the Kelvin and Burgers models fitted the data satisfactorily. However, the three-parameter Burgers model was not a significant improvement over the two-parameter Kelvin model at the 0.01 level of significance, as shown by an analysis of variance.
引用
收藏
页码:447 / 457
页数:11
相关论文
共 50 条
  • [1] Model fitting for visco-elastic creep of Pinus radiata during kiln drying
    M. N. Haque
    T. A. G. Langrish
    L.-B. Keep
    R. B. Keey
    Wood Science and Technology, 2000, 34 : 447 - 457
  • [2] Remnant creep based visco-elastic model for concrete creep analysis
    Kwan, Albert K. H.
    Ng, Pui Lam
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2015, 168 (01) : 3 - 14
  • [3] Visco-elastic deformation (Creep) and recovery
    Elhejazi, AA
    Watts, DC
    JOURNAL OF DENTAL RESEARCH, 1997, 76 (05) : 1072 - 1072
  • [4] PREDICTION OF CONCRETE CREEP BY MULTI-LAYER VISCO-ELASTIC MODEL
    Ng, P. L.
    Kwan, A. K. H.
    Fung, W. W. S.
    Du, J. S.
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON TALL BUILDINGS, 2010, : 677 - 688
  • [5] Model predicted effect of process variables on kiln drying of Pinus radiata boards
    Haque, M. N.
    Riley, S. G.
    Langrish, T. A. G.
    Pang, S.
    DRYING TECHNOLOGY, 2007, 25 (1-3) : 455 - 461
  • [6] Non-stationary and nonlinear visco-elastic shear creep model for shale
    Yang, Sheng-Qi
    Cheng, Long
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2011, 48 (06) : 1011 - 1020
  • [7] Experimental study on coalburst proneness index via visco-elastic creep model
    Zhou, XJ
    Xian, XF
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, 1998, : 305 - 311
  • [8] VISCO-ELASTIC MODEL OF A MOVING DISLOCATION
    SLEESWYK, AW
    SCRIPTA METALLURGICA, 1970, 4 (08): : 599 - &
  • [9] Visco-elastic and visco-plastic characteristics of stable creep of weak rock
    Ma, Mingjun
    Zhong, Shiyou
    Zhongnan Kuangye Xueyuan Xuebao/Journal of Central-South Institute of Mining and Metallurgy, 1988, 19 (03): : 257 - 265
  • [10] Visco-elastic traffic flow model
    Zhu, Zuojin
    Yang, Chun
    Journal of Advanced Transportation, 2013, 47 (07): : 635 - 649