Effects of layered structure on the physical and mechanical properties of laminated moso bamboo (Phyllosachys edulis) flooring

Lee, Chih-Hsuan; Chung, Min‐Jay; Lin, Chih-Hsien; Yang, Tsung Han

doi:10.1016/j.conbuildmat.2011.08.038

Cited by 66 publications

(57 citation statements)

References 5 publications

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“…Bamboo-based construction engineering materials like beams, roof truss, and wall elements of residential houses has been extensively applied and further investigated. These investigations are looking into innovative products with desired mechanical and physical performances and upgrading process technologies [6][7][8][9][10][11].…”

Section: Introductionmentioning

confidence: 99%

The bending properties of bamboo bundle laminated veneer lumber (BLVL) double beams

Chen

Jiang

Wang

et al. 2016

Construction and Building Materials

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Section: Introductionmentioning

confidence: 99%

The bending properties of bamboo bundle laminated veneer lumber (BLVL) double beams

Chen

Jiang

Wang

et al. 2016

Construction and Building Materials

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“…The bulk density of bamboo furnish was determined to be approximately the same with the wood chip furnish, and the rate of heat transfer to the core was approximately the same in both mats, probably reflecting the same values of bulk density (Lee et al 2012). The statistical analysis showed that the effect of density on the bending properties of CBP was significant.…”

Section: Flexural Propertiesmentioning

confidence: 83%

“…The majority of the particles were flakes with little spread of sticks. The variety of this material was moso bamboo (Phyllostachys edulis) from Taojiang, Yiyang, Hunan, China, which is an important forest resource in China (Lee et al 2012). The initial moisture content (MC) of the bamboo material was about 21%.…”

Section: Fibrous Raw Materialsmentioning

confidence: 99%

Selected Properties of Corrugated Particleboards Made from Bamboo Waste (Phyllostachys edulis) Laminated with Medium-Density Fiberboard Panels

Feng¹,

Fei²,

Wu³

et al. 2014

BioResources

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A simple, practical, and low-technology approach was developed to fabricate corrugated bamboo particleboards (CBP), a novel bamboo product with a corrugated structure, from bamboo waste (planer waste). This product could be manufactured anywhere in the world where the bamboo industry develops. The selected mechanical and physical properties of CBP were prepared with urea formaldehyde resin at three press temperatures and two density levels and were evaluated. The results showed that the performance of CBPs is highly dependent upon the board density. The static bending strength of CBP laminated with MDF initially increases, and then decreases with increasing press temperature. Increasing the magnitude of the press temperature has a slightly positive effect on the thickness swelling and water absorption. Compared with the excellent mechanical strength of CBP (laminated with MDF), the thickness swelling value of this bamboo-based particleboard without any waterproofing treatment was lower than the minimal requirement of the EN standard.

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“…In addition to being an eco-friendly material, bamboo is fast becoming a promising wood substitute. One of the chief reasons for this is that bamboo can be harvested in 3 to 5 years when its mechanical strength, utilization properties, and anatomical characteristics become stable and mature (Lee et al 2012;Verma and Chariar 2012).…”

Section: Introductionmentioning

confidence: 99%

The Circumferential Mechanical Properties of Bamboo With Uniaxial and Biaxial Compression Tests

Jiang¹,

Chen²,

Wang³

et al. 2012

BioResources

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The objective of this study was to investigate the effect of uniaxial and biaxial compression loadings on the circumferential-radial mechanical properties of bamboo. A novel biaxial testing device, called the 3D composite material analysis system, was developed to conduct biaxial compression tests. Strain field analysis was characterized with the help of the digital speckle correlation method (DSCM). The effects of four different environmental treatments (I. air-drying, II. constant temperature and relative humidity, III. relatively low temperature, and IV. ultra-low temperature) on the circumferential performance of bamboo were examined in the experiment. The results of this study indicated that the diametric strength of bamboo evaluated by biaxial load was as 2.4 to 2.5 times the uniaxial compression. Under biaxial load, the strength of the bamboo node was about 2.38 times higher than the internode. Failure first occurred at the outside surface of bamboo at about the 45° position between X and Y axial when conducting a biaxial compression test. The distribution of X-strain field expressed itself more uniformly than the Ystrain field. The diametric mechanical properties of bamboo ring were σ IV >σ III >σ II >σ I for both the uniaixal and biaxial compression tests.

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Effects of layered structure on the physical and mechanical properties of laminated moso bamboo (Phyllosachys edulis) flooring

Cited by 66 publications

References 5 publications

The bending properties of bamboo bundle laminated veneer lumber (BLVL) double beams

The bending properties of bamboo bundle laminated veneer lumber (BLVL) double beams

Selected Properties of Corrugated Particleboards Made from Bamboo Waste (Phyllostachys edulis) Laminated with Medium-Density Fiberboard Panels

The Circumferential Mechanical Properties of Bamboo With Uniaxial and Biaxial Compression Tests

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