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Length effect on bending properties and evaluation of shear modulus of parallel bamboo strand lumber

Yang, Dong; Li, Haitao; Wei, Dongdong; Lorenzo, Rodolfo; Corbi, Ileana; Corbi, Ottavia; Yuan, Conggan; ... Zhang, Huizhong; + view all (2021) Length effect on bending properties and evaluation of shear modulus of parallel bamboo strand lumber. European Journal of Wood and Wood Products , 79 (6) pp. 1507-1517. 10.1007/s00107-021-01714-1. Green open access

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Abstract

One hundred sixty-two parallel bamboo strand lumber (PBSL) beams were tested for the bending properties under three-point bending with variable span. Two typical failure types were classified, type I was tension failure of the bamboo fiber located below the neutral axis at mid-span, while type II was shear failure which was mainly found in specimens with large depth-span ratio. The shear modulus G LR of PBSL was also calculated according to Timoshenko’s bending theory. To evaluate the shear modulus, 45° off-axis compression tests had been done. The results showed that the mean values of shear modulus for G LT, G TR, and G LR are 1254.5 MPa, 408.1 MPa, and 716.4 MPa, respectively. The bending test result was compared with the shear modulus measured by 45° off-axis compression test. It was found that the shear modulus measured by three-point bending test with variable span was significantly less than the shear modulus obtained by 45° off-axis compression test. The empirical equation of shear factor s corresponding to depth-span ratio h/l was proposed. The calculation results gained from the proposed formula are in good agreement with the 45° off-axis compression test results.

Type: Article
Title: Length effect on bending properties and evaluation of shear modulus of parallel bamboo strand lumber
Open access status: An open access version is available from UCL Discovery
DOI: 10.1007/s00107-021-01714-1
Publisher version: https://doi.org/10.1007/s00107-021-01714-1
Language: English
Additional information: This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions.
Keywords: Science & Technology, Life Sciences & Biomedicine, Technology, Forestry, Materials Science, Paper & Wood, Materials Science, STRUCTURAL COMPOSITE PRODUCTS, MECHANICAL-PROPERTIES, ENGINEERED BAMBOO, FUNDAMENTAL PROPERTIES, WOOD, SCRIMBER, PERFORMANCE, BEHAVIOR
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery.ucl.ac.uk/id/eprint/10170655
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