Journal of Wood Science

, Volume 64, Issue 2, pp 119–125 | Cite as

Long creep-recovery behavior of bamboo-based products

  • Xinxin Ma
  • Sheldon Q. Shi
  • Ge Wang
  • Benhua FeiEmail author
  • Zehui JiangEmail author
Original Article


This paper describes the bending creep behavior of two types of bamboo-based products, bamboo-laminated veneer lumber (BLVL), and glued-laminated bamboo (GLB, also called Bamboo Glulam) at different stress levels for half a year and recovery for the same time. It was found that the stress level of BLVL was more sensitive on creep property than that of GLB; the creep resistance of GLB was worse than that of BLVL in the stress levels of 30–50%; the instantaneous recovery ratio (elastic recovery to elastic creep) decreased with an increase of the stress levels, while the residual ratio (residual deformation corresponded to the total creep deflections) increased with an increase of stress levels for all specimens; Burgers model fit creep data very well for both bamboo-based products, while the recovery Weibull equation does not fit recovery data well for GLB.


Creep Recovery Bamboo 


Creep-recovery is a deformation response for a typical viscoelastic materials. For the structural design, it is important to understand recovery behavior for the materials, by applying a constant stress for a period of time (i.e., creep) followed by removing the stress, and examining the subsequent relaxation response of the material (i.e., recovery) over a specific duration.

Wood and bamboo are both polymeric material, presenting a time-dependent behavior. Many engineered products have been used as a structural material for buildings, such as laminated veneer lumber (LVL) and glued-laminated timber. Therefore, many research activities have been focused on the creep property of these well-developed engineered products. Studies on creep behavior of wood have been conducted for decades [1]. It was concluded that the level of applied loads, time of load duration, moisture content (MC), and temperature is critical factors affect creep behavior. Based on these previous results, Toratti [2] tested the time-dependent properties of spruce members and established creep model for LVL. The long-term behavior of pre-stressed LVL was tested for 1 year in controlled and uncontrolled indoor conditions. The results indicated that creep and mechano-sorptive creep were far more significant perpendicular to than that of products parallel to grain [3, 4]. Glulam was another well-developed timber mainly used in building structures. Cyclic and viscoelastic creep behaviors of glulam beams were investigated in the numerical modelling [5].

However, limited research has been conducted on the creep property of bamboo-based products. Bamboo has rapid growth rate and good physical property. Research and development of engineered bamboo products is increasingly explored to design sustaniable building materials for the built environment. In China, the market size for bamboo products increased to 122.4 billion RMB or 19.7 billion US dollars in 2012 according to State Forestry Administration of China (2012) [6], which made the bamboo industry a forestry highlight in China. While the use of bamboo is hampered by the lack of engineering data for creep and recovery properties. Some researchers studied the creep property of bamboo and obtained some effect factors. Kanzawa et al. [7] showed that density of bamboo was an important factor affecting the initial deflection more than the long-term creep and indicated the effect of fiber volume and the susceptibility of the lignin to creep. The creep behavior of bamboo at constant MC [8] and variable MC [9] were studied, respectively. The results indicated that the creep and mechano-sorptive creep were both related to the ratio of the vascular bundle to parenchyma. On this basis, three years’ creep of laminated bamboo truck load bridge was tested, indicating that the bamboo girders have sufficient capacity to meet durability needs of practical use [10]. In addition, short-term creep of bamboo-based particle panel, plybamboo form [11], and some other bamboo-based composites were also investigated. However, little information is available on the long-term creep behavior for the engineered bamboo products.

Two examples of engineered bamboo, similar structure with wood-based products, bamboo-laminated veneer lumber (BLVL) and glued-laminated bamboo (GLB) has been gradually used in buildings and bridges in China. The present work investigates the long-term creep-recovery properties of BLVL and GLB. The structure and element shape of these two products were very representative in bamboo products. The creep research on the two products was important in engineering bamboo field. Therefore, the bending creep-recovery tests under different loadings were performed in this study. An empirical creep-recovery models were developed.



Three-year-old bamboo (Neosinocalamus affinis) grown in Sichuan Province, China was obtained. BLVL was prepared by an intermittent hot-pressing process following the process described in Deng [12] and Chen [13]: first, an untwining machine was used to broom and roll the bamboo strips into laminated sheets; then, the sheets were immersed into the adhesive solution (phenol formaldehyde adhesive) for 7 min and dried to 10 ± 2% MC; the assemble bundles were prepressed with a temperature of 60 °C and a prepress pressure of 1.5 MPa for 15 min. Finally, the compact bamboo bundle veneers were hot-pressed at a temperature of 150 °C and pressure of 3 MPa. Figure 1 shows the schematic diagram of the intermittent hot-press technology. The size of boards was 600 mm × 300 mm × 20 mm.

Fig. 1

Schematic diagram of the intermittent hot-pressing process [13]

GLB was manufactured from moso bamboo (Phyllostachys pubescens), grown in Anhui Province, China. They were made by the strands of bamboo glued together to form rectangular cross sections with similar shape and size to the conventional lumber. There were four steps to accomplished. First, bamboo sections were ripped through the length to form strands. Second, the strands were removed the bamboo rind and tabasheer. Then edge glued into small rectangular sections called slats. Finally, the slats were laminated horizontally with an adhesive to form a row. The size was the same as BLVL.

Then, the specimens were cut from the boards. The size of specimens was 500 mm × 20 mm × 20 mm, which can be seen in Fig. 2. Prior to the creep test, four-point bending tests were conducted according to Chinese national standard GB/T 17,657-2013 [14]. The loading direction was parallel to glue plane. For each panel, six specimens were tested in bending. The loading details can be seen in Fig. 3. The density of bamboo panels, as well as their bending modulus of rupture (MOR), and modulus of elasticity (MOE) were calculated from the bending test data. The average mechanical properties of the test are given in Table 1. The maximum load was used to determine the applied stress level.

Fig. 2

Specimens of BLVL (a) and GLB (b)

Fig. 3

Loading details of bending test

Table 1

Mechanical properties of two panels

Material type

Density (g/cm3)


S.D. (MPa)


S.D. (GPa)

Maximum load (N)















MOR modulus of rupture, MOE modulus of elasticity, S.D. standard deviation, BLVL bamboo-laminated veneer lumber, GLB glue laminated bamboo

Creep and recovery measurements

The test procedure described in ASTM D 6815 [15] was followed. Creep and recovery behavior of BLVL and GLB were studied by a four-point bending tests using a device, as shown in Fig. 4. The size of all the specimens was 500 mm × 20 mm × 20 mm. The span length was 360 mm and the load span length was 120 mm. The loading details were similar as that of bending test. Three different series of load levels were applied, which was 30, 50, and 70% of maximum load. Two specimens were tested for each stress level. The deflection was measured by a dial gauge with an accuracy of 0.01 mm, which was installed at the center of specimens. Bending creep tests were carried out for 6 months (June 2014–November 2014) and then recovered for another 6 months. The creep data were recorded every 3 min in the first hour, every 30 min in next 3 h, every day in the first month, and then once a week for the rest of the testing period. The recovery was recorded at the same time schedule with creep test. The experiment was carried on a basement, which the environment was not controlled.

Fig. 4

Creep test setup

The temperature and relative humidity as a function of time are shown in Fig. 5. During the first 5 months, the average values of temperature and relative humidity were 24 °C and 50%, respectively. During the creep testing, the temperature was between 16 and 20 °C, while the relative humidity was between 22–40%.

Fig. 5

Temperatures and relative humilities during the creep testing

Results and discussion

Effects of stress levels on creep-recovery property of two panels

The creep-recovery curves of BLVL and GLB in different stress levels are presented in Fig. 6. BLVL and GLB had similar creep-recovery curves. For all the specimens, the elastic deformation was the instantaneous deformation at the loading. When the load was removed, the elastic deformation was recovered instantaneously. The deformation continued to recover over time, of which in this period of time is called delayed-elastic deformation. At the end of creep experiment, the recovery has not been fully recovered. This deformation which not recovered called residual deformation. With time increasing, the recovery seemed to be continued until the recovery complete. This permanent and non-recoverable deformation is a viscous deformation. The observed creep-recovery process for both BLVL and GLB follows the same pattern of polymeric materials described in Nielsen [16] (Fig. 7).

Fig. 6

Creep recoveries of BLVL and GLB, corresponding to different applied stress levels

Fig. 7

Typical polymer deformation profile on application of constant stress and recovery on stress removal [16]. The strain in O-A is E c, O-B is T c, B-C is E r, but O-D > R d, because the recovery in this experiment is not fully. These are also shown in Table 2.

For the two types of bamboo-based products, the creep deformation increased as the stress level increased. The higher the stress level, the more damage for the product structure, and the more physical properties reduction for the bamboo-based products. The creep-recovery parameters are calculated and are shown in Table 2. The relative creep was quantified for creep behavior of the bamboo-based products. The relative creep was calculated ranging from 0.19 to 0.49 for BLVL, increased by 1.58 times when the stress level increased from 30 to 70%. For the GLB products, the relative creep was ranged from 0.41 to 0.56, which increased by 0.36 times compared to the BLVL. It is seen that the increase rate for BLVL (1.58 times) was much higher than that of GLB (0.36 times), indicating that stress level was more sensitive on creep property for BLVL than that of GLB. The highest relative creep was shown for the GLB samples, indicating that the creep resistance of GLB was worse than that of BLVL for the stress levels of 30–50%.

Table 2

Creep-recovery parameters at different loading stresses





Recovery ratio (E r/E c)

Residual ratio (R d/T c)

E c (mm)

T c (mm)

R c

E r (mm)

R d (mm)
















































Some of these parameters are shown in Fig. 6

E c elastic deformation, T c total creep, R c relative creep ((T cE c)/E c), E r elastic recovery, R d residual deformation, BLVL bamboo-laminated veneer lumber, GLB glued-laminated bamboo

After the load was removed, the recovery deformation exhibited a substantial decrease in the first week, and then became relatively stable thereafter. The instantaneous recovery ratio (elastic recovery to elastic creep) is to measure the instantaneous recovery response at the time of unloading. The instantaneous recovery ratios were decreased from 85.48 to 71.40% for BLVL while 95.77–54.36% for GLB. The results indicated that instantaneous recovery ratio reduced as the stress level increased. The instantaneous recovery ratio for GLB was higher than that of BLVL at the same stress level, indicating that GLB has a better instantaneous recovery ability.

The residual ratios (residual deformation corresponded to the total creep deflections) at different stress levels were also calculated. When the stress level was increased from 30 to 50%, the residual ratios were increased from 21.69 to 30.87% for the BLVL samples and from 19.10 to 61.28% for the GLB samples when the stress level increased from 30 to 70%. These results indicated that the residual part of creep deformations was increased with rise of stress level.

Creep rate of two materials in variable environment

The creep deflections were recorded between five equally spaced time segments for the determination of a decreasing creep rate. Six equal time periods were used, 0 to 30 days, 30 to 60 days, 60 to 90 days, 90 to 120 days, 120 to 150 days and 150 to 180 days, denoted as D i as the initial deflection (measured 1 min after application of the load), and D 30, D 60,…D 180 are those measured on 30th, 60th, and 180th days, respectively. The decreasing creep rate can be expressed as difference value of creep deflection, as shown in Fig. 8.

Fig. 8

Creep rate of BLVL and GLB

As shown in Fig. 8, the creep rate of two specimens was all decreased as a function of creep time, D 30D i > D 60D 30 > D 90D 60 > D 120D 90 > D 150D 120 > D 180D 150. At the stress level of 30% for BLVL and GLB, the creep rate decreased rapidly during the first three stages (0–90 days). Then, it decreased slowly starting from the fourth stage, tapered off to zero until the last stage. From the stress level of 50 and 70%, the creep rate has similar trend before the third stage. From the fourth stage, the creep rate decreased slower than that in the previous stages. However, it continued to trend down at last stage, not stable as that in the stress level of 30%. The creep rate highly correlates to the applied stress. From our test data, the initial creep rate at stress level of 50% was two times (0.615/0.3) higher than that at a stress level of 30% for the BLVL samples, while 1.8 times (1.56/0.85) higher for the GLB samples.

One BLVL specimen failed at the 70% stress level (Fig. 6). All the BLVL specimens were prepared by intermittent hot-pressing process. This process is convenient to lengthen bamboo-based engineering material. However, the intermittent hot joints decreased the MOE and MOR of BLVL [13].

The MOE and the MOR of intermittent hot-press technology was different from which non-intermittent (Table 3). The panels made by non-intermittent hot-press technology has no intermittent hot joints and adjacent positions. The specimens made by two different hot-press technology were both tested in perpendicular to the loading direction. MOE and MOR on intermittent hot joints decreased by 7.7 and 24.9%. This result was shown in accordance with that reported [13]. The main reason is a weak point arose in the process of the hot-press joint. In creep study, the failure location was at the intermittent hot-press joint, indicating that the hot-press joint was an important factor of creep property for BLVL.

Table 3

Mechanical properties of intermittent hot-pressing board and non-intermittent hot-pressing board

Hot-pressing way



Intermittent hot-pressing board



non-intermittent hot-pressing board



MOR modulus of rupture, MOE modulus of elasticity

Creep and recovery modelling

Various numerical models have been used to predict the creep-recovery behavior. Burgers model is a combination of Maxwell and Kelvin–Voigt models, which commonly used for determining creep behavior:
$${\varepsilon _{\text{c}}}(t)\;=\;\frac{{{\sigma _0}}}{{{E_{\text{e}}}}}+\frac{{{\sigma _0}}}{{{E_{{\text{de}}}}}}\left[ {1 - \exp \left( {\frac{{{E_{{\text{de}}}}}}{{{\eta _{{\text{de}}}}}}t} \right)+\frac{{{\sigma _0}}}{{{\eta _v}}}t} \right]$$
where t denotes the time, \({\sigma _0}\) the stress, \({E_{\text{e}}}\) is the elastic modulus of Maxwell spring, which determines the immediate strain \({\sigma _0}/{E_{\text{e}}}\), and \({\eta _v}\) is the viscosity associated with its dashpot. \({E_{{\text{de}}}}\) and \({\eta _{{\text{de}}}}\) are the elastic modulus and viscosity of the Kelvin–Voigt spring and dashpot.
In addition, it can also write as
$${\varepsilon _c}\left( t \right)={\varepsilon _1}+{\varepsilon _2}\left[ {1 - \exp \left( { - {\beta _3}t} \right)} \right]+{\beta _4}t$$
where \({\varepsilon _1}\) is the initial instantaneous strain, \({\varepsilon _2}\)and \({\beta _3}\) represent the creep component, which is determined by the characteristic life and shape parameters as a function of load duration t. \({\beta _4}\) is the irrecoverable creep component.
When the load is removed, there are some instantaneous strain recovery. It is followed by time-dependent recovery strain. In the recovery curve, it only contained C–D stage (Fig. 7). First, elastic element can be omitted. Second, a single retardation time is not sufficient to describe the relaxation process, because there is a distribution of retardation times [17]. Third, there will be a viscous flow (permanent deformation) when the recovery complete. Therefore, the recovery model can be given by a Weibull distribution equation [18]:
$${\varvec{\upvarepsilon}_r}\left( t \right)={\varepsilon _3}\left[ {\exp \left( { - {{\left( {{\beta _r}t} \right)}^n}} \right)} \right]+{\varepsilon _4}$$
where \({\varepsilon }_{3}\) is viscoelastic strain recovery, which is determined using the same parameters in Eq. 2 over recovery time t, the stretching exponent n is determined by the width of retardation time distribution, and the shape parameter \({\beta }_{r}\) and \({\varepsilon }_{4}\) is the permanent strain from viscous flow. Based on Ref. [19], this equation correlated very well with experimental data from semi-crystalline polymers. It enabled both time-dependent and time-independent strains to be predicted.

All the creep-recovery coefficients were simulated by the OriginPro software. Figure 9 shows the typical curve of creep and recovery data for BLVL at 30% stress level. The creep data are fitted to Eq. 2, while recovery data are fitted to Eq. 3. All the coefficients can be obtained by “Nonlinear curve fit” of Origin 8.5. The results are shown in Table 4.

Fig. 9

Typical creep and recovery data of BLVL at 30% stress level

Table 4

Creep and recovery coefficients of Burgers model


stress level (%)

Creep parameter

Correlation coefficient

Recovery parameter

Correlation coefficient

ε 1

ε 2

β 3

β 4

R 2

ε 4

R 2











































ε 1 initial instantaneous strain, ε 2 and β 3 creep components determined by characteristic life and shape parameters, β 4 irrecoverable creep component, BLVL bamboo-laminated veneer lumber, GLB glue laminated bamboo

The creep and recovery curves of all specimens fitted with Burgers model very well. Parameters of creep and recovery are determined in Table 2. The average coefficients of determination for creep curves were obtained as R 2 = 0.99 for both BLVL and GLB, and the average coefficients for the recovery curves were obtained as R 2 = 0.95 for the BLVL, and R 2 = 0.94 for the GLB.

According to Eq. (2), ε 1 is the Maxwell spring related to the instantaneous elastic creep strain. GLB showed higher ε 1 value than that of BLVL. The retardant elasticity ε 2 and shape parameter β 3 were time dependent. They are viscoelastic parts in the creep model. The effect of stress level on the retardant elasticity ε 2 showed similar trend to ε 1. The data of ε 2 increased by the stress level increased. Based on Eqs. (1) and (2), ε 2 is equal to \({{\upsigma }}_{0}/{E}_{\text{de}}\). When ε 2 increased, \({E}_{\text{de}}\) decreased. It is indicated that the applied stress has an ability to reduce the E de. However, β 3 has no specific relationship with the stress level.

The parameter β 4 in creep model is very sensitive to the stress level. In general, the β 4 t term in the creep model represents the irrecoverable creep, which has the same meaning with ε 4 in recovery model. During our creep test, when the stress was applied to the specimens, the strain increased sharply, because the molecular bonds stretch beyond the elastic limit, but not broken, which can be described by the dashpot element of the Maxwell model (β 4).

The recovery parameter ε 4 is related to the recovery property, corresponding to residual deformation (R d) obtained by the experimental measurements, as shown in Table 2. The parameter ε 4 of BLVL was more close to residual deflection than that of GLB, indicating that the recovery model was better to fit BLVL.


  1. 1.

    The stress level was more sensitive on creep property for BLVL than GLB. The relative creeps were ranged from 0.19 (30% stress level) to 0.49 (70% stress level) for BLVL, increased by 61.2% and from 0.41 (30% stress level) to 0.56 (70% stress level) for GLB, increased by 26.8%.

  2. 2.

    The creep resistance of GLB was less than that of BLVL from stress level of 30–50%. The relative creep of GLB was obtained as 0.41, 2.2 times than that of BLVL at stress level of 30%, while 2.7 times at stress level of 50%.

  3. 3.

    For both BLVL and GLB, the instantaneous recovery ratio (elastic recovery to elastic creep) was reduced with the stress level increased, while residual ratio (residual deformation corresponded to the total creep deflections) was increased.

  4. 4.

    Burgers model fits the creep data very well for both BLVL and GLB with R 2 > 0.94. The viscous parameter ε 4 of BLVL was more close to the residual deflection obtained from experiment data than that of GLB, indicating that the recovery model fit better for BLVL than that of GLB.




This work was supported by The International Centre for Bamboo and Rattan, China, and was funded by China’s “13th Five-Year Plan” to support science and technology project, Grant No. 2016YFD0600900.


  1. 1.
    Kingston RST, Armstrong LD (1951) Creep in initially green wooden beams. Austr J Appl Sci 2(2):306–325Google Scholar
  2. 2.
    Toratti T (1988) The creep properties of Kerto-laminated-veneerlumber. Research Report. Helsinki University of Technology, HelsinkiGoogle Scholar
  3. 3.
    Davies M, Fragiacomo M (2011) Long-term behavior of prestressed LVL members. I: experimental tests. J Struct Eng 137:1553–1561CrossRefGoogle Scholar
  4. 4.
    Fragiacomo M, Davies M (2011) Long-term behavior of prestressed LVL members II: analytical approach. J Struct Eng 137:1562–1572CrossRefGoogle Scholar
  5. 5.
    Anshari B, Guan ZW, Kitamori A, Jung K, Komatsu K (2012) Structural behavior of glued laminated timber beams pre-stressed by compressed wood. Constr Build Mater 29:24–32CrossRefGoogle Scholar
  6. 6.
    State Forestry Administration of China (2012) Statistical Yearbook of ForestryGoogle Scholar
  7. 7.
    Kanzawa E, Aoyagi S, Nakano T (2011) Vascular bundle shape in cross-section and relaxation properties of moso bamboo (Phyllostachys pubescens). Mat Sci Eng C 31(5):1050–1054CrossRefGoogle Scholar
  8. 8.
    Aoyagi S, Nakano T (2009) Effect of longitudinal and radial position on creep for bamboo (in Japanese). J Soc Mat Sci Jpn 58:57–61CrossRefGoogle Scholar
  9. 9.
    Tsubaki T, Nakano T (2010) Creep behavior of bamboo under various desorption conditions. Holzforschung 64:489–493CrossRefGoogle Scholar
  10. 10.
    Li L, Xiao Y, Yang R (2012) Experimental study on creep and mechanical behavior of modern bamboo bridge structure. Key Eng Mater 517:141–149CrossRefGoogle Scholar
  11. 11.
    Yu YS, Bao Y (2008) Study on creep performance of plybamboo form (in Chinese). For Sci Technol 33(2):47–50Google Scholar
  12. 12.
    Deng JC, Chen FM, Li HD, Wang G, Shi SQ (2014) The effect of PF/PVAC weight ratio and ambient temperature on moisture absorption performance of bamboo-bundle laminated veneer lumber. Polym Composite 37(3):955–962CrossRefGoogle Scholar
  13. 13.
    Chen FM, Jiang ZH, Wang G, Li HD, Smith LM, Shi SQ (2016) The bending properties of bamboo bundle laminated veneer lumber (BLVL) double beams. Constr Build Mater 119:145–151CrossRefGoogle Scholar
  14. 14.
    GBT 17657-2013 (2013) Test methods of evaluating the properties of wood-based panels and surface decorated wood-based panels (in Chinese). China Standards Press, ChinaGoogle Scholar
  15. 15.
    ASTM D 6815–09 (2015) Evaluation of duration of load and creep effects of wood and wood-based products. ASTM Committee, United StatesGoogle Scholar
  16. 16.
    Nielsen (1974) Mechanical properties of polymers and composites, vol 1. Marcel Dekker, New YorkGoogle Scholar
  17. 17.
    Faraz MI, Besseling NAM, Korobko AV, Picken SJ (2015) Characterization and modeling of creep behavior of a thermoset nanocomposite. Polym Composite 36(2):322–329CrossRefGoogle Scholar
  18. 18.
    Ounjaijom T, Rangsri W (2016) Numerical and experimental study of the transverse creep-recovery behavior of bamboo culm (Dendrocalamus hamiltonii). Walailak J Sci &Techno1 3(8):615–629Google Scholar
  19. 19.
    Kevin S, Fancey (2005) A mechanical model for creep, recovery and stress relaxation in polymeric materials. J Mater Sci 40(18):4827–4831CrossRefGoogle Scholar

Copyright information

© The Japan Wood Research Society 2017

Authors and Affiliations

  1. 1.Key Laboratory of Bamboo and Rattan Science and Technology of the State Forestry Administration, Department of BiomaterialsInternational center for Bamboo and RattanBeijingChina
  2. 2.Department of Mechanical and Energy EngineeringUniversity of North TexasDentonUSA

Personalised recommendations