Open Access
Issue
E3S Web Conf.
Volume 38, 2018
2018 4th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)
Article Number 02001
Number of page(s) 5
Section Material Science and Technology
DOI https://doi.org/10.1051/e3sconf/20183802001
Published online 04 June 2018
  1. Li Y, Xu B, Zhang Q, et al. Present situation and the countermeasure analysis of bamboo timber processing industry in China. Journal of Forestry Engineering, 2016, 1(1):2-7. [Google Scholar]
  2. Huang M, Zhang X, Yu W, et al. Mechanical properties and structure characterization of bamboo softened by high temperature steam. Journal of Forestry Engineering, 2016, 1(4):64-68. [Google Scholar]
  3. Chen G, Zhou T, Li C, Zhang Q, Li H. Experimental study on the OSB webbed bamboo beams. Journal of Nanjing Forestry University (Natural Science Edition), 2016, 40(05): 121-125. [Google Scholar]
  4. Yu Z, Wu Z, Su T. Microstructure analysis of the coating permeability of laminated bamboo panel for furniture[J]. Journal of Forestry Engineering, 2016, 1(2):130-134. [Google Scholar]
  5. Zhang W, Jiang W, Tang R. Study on short-term bending creep behavior and microstructure of bamboo scrimber[J]. Journal of Forestry Engineering, 2017, 2(3): 33-37. [Google Scholar]
  6. Li H, Su J, Wei D, Zhang Q, Chen G. Comparison study on parallel bamboo strand lumber under axial compression for different directions based on the large scale[J]. Journal of Zhengzhou University (Engineering Science), 2016, 37(2): 67-72. [Google Scholar]
  7. Su J, Fan Wu, Li H, P Yang. Experimental research on parallel bamboo strand lumber column under axial compression[J]. China Sciencepaper, 2015, 10(1): 39-41. [Google Scholar]
  8. Li H, Su J, AJ Deeks, Zhang Q, Wei D, Yuan C. Eccentric compression performance of parallel bamboo strand lumber column[J]. BioResources, 2015, 10(4): 7065-7080 [Google Scholar]
  9. Li H, Wei D, Su J, Yuan C, Chen G. Experimental study on PSBL under eccentric compression [J]. Journal of Building Materials, 2016, 19(3): 561-565. [Google Scholar]
  10. Zhang S, Li C, Xiao Z, et al. Bending strength and loading simulation analysis of bamboo scrimber I-shaped beam[J]. Journal of Forestry Engineering, 2017, 2(1): 125-129. [Google Scholar]
  11. Li H, Zhang Q, Wu G, Xiong X, Li Y. Review on laminated bamboo lumber[J]. Journal of Forestry Engineering, 2016, 1(6): 110-116. [Google Scholar]
  12. Correal J. F., Ramire L.F.. Adhesive bond performance in glue line shear and bending for glued laminated guadua bamboo[J]. Journal of Tropical Forest Science, 2010, 22(4): 433-439. [Google Scholar]
  13. Verma C.S., Chariar V.M.. Stiffness and strength analysis of four layered laminate bamboo composite at macroscopic scale[J]. Composites part B-Engineering, 2013, 45(1): 369-376. [CrossRef] [Google Scholar]
  14. Verma C.S., Chariar V.M.. Development of layered laminate bamboo composite and their mechanical properties[J]. Composites part B-Engineering, 2012, 43(3): 1063-1069. [CrossRef] [Google Scholar]
  15. Lee AWC, Bai XS, Bangi AP. Selected properties of laboratory-made laminated-bamboo lumber[J]. Holzforschung, 1998, 52(2): 207-210. [CrossRef] [Google Scholar]
  16. Yeh M, Lin Y. Finger joint performance of structural laminated bamboo member[J]. Journal of Wood Science, 2012, 58(2): 120-127. [CrossRef] [Google Scholar]
  17. Varela S., Correal J., Yamin L., Ramirez F.. Cyclic Performance of Glued Laminated Guadua Bamboo-Sheathed Shear Walls[J]. Journal of Structural Engineering, 2013, 139(11): 2028-2037. [CrossRef] [Google Scholar]
  18. Taheri F., Nagaraj M., Khosravi P.. Buckling response of glue-laminated columns reinforced with fiber-reinforced plastic sheets[J]. Composite Structures, 2000, 50: 207-216. [CrossRef] [Google Scholar]
  19. Li H, Su J, Zhang Q, Chen G. Experimental study on mechanical performance of side pressure laminated bamboo beam[J]. Journal of Building Structures, 2015, 36(3): 121-126. [Google Scholar]
  20. Li H, Deeks AJ, Zhang Q, Wu G. Flexural performance of laminated bamboo lumber Beam[J]. BioResources, 2016, 11(1): 929-943 [Google Scholar]
  21. Li H, Wu G, Zhang Q, Deeks AJ, Su J. Ultimate bending capacity evaluation of laminated bamboo lumber beams [J]. Construction and Building Materials, 2018, 160: 365-375 [CrossRef] [Google Scholar]
  22. Li H, Zhang Q, Huang D, Deeks AJ. Compressive performance of laminated bamboo[J]. Composites Part B: Engineering, 2013, 54(1): 319-328 [CrossRef] [Google Scholar]
  23. Li H, Zhang Q, Wu G. Stress-strain model under compression for side pressure laminated bamboo[J]. Journal of Southeast University (Natural Science), 2015, 45(6): 1130-1134. [Google Scholar]
  24. Li H, Su J, Zhang Q, Deeks AJ, Hui D. Mechanical performance of laminated bamboo column under axial compression[J]. Composites Part B: Engineering, 2015, 79: 374-382. [CrossRef] [Google Scholar]
  25. Su J, Li H, Yang P, Zhang Q, Chen G. Mechanical Performance Study on laminated bamboo lumber column pier under axial compression[J]. China Forestry Science and Technology, 2015, 29(5): 89-93. [Google Scholar]
  26. Li H, Wu G, Zhang Q, Su J. Mechanical evaluation for laminated bamboo lumber along two eccentric compression directions[J]. Journal of wood science, 2016, 62(6): 503-517 [CrossRef] [Google Scholar]
  27. Li H, Chen G, Zhang Q, Ashraf M, Xu B, Li Y. Mechanical properties of laminated bamboo lumber column under radial eccentric compression[J]. Construction and Building Materials, 2016, 121: 644-652 [CrossRef] [Google Scholar]
  28. Li H, Wu G, Zhang Q, Chen G. Experimental study on side pressure LBL under tangential eccentric compression[J]. Journal of Hunan University (Natural Science), 2016, 43(5): 90-96. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.