Research Progress on Mechanical Property and Connection Performance of Engineered Bamboo

FENG Ya-qin; WANG Xue; YU Xiao-hong

doi:10.12390/jbr2022119

Volume 41 Issue 4

Dec. 2022

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FENG Ya-qin, WANG Xue, YU Xiao-hong. Research Progress on Mechanical Property and Connection Performance of Engineered Bamboo[J]. JOURNAL OF BAMBOO RESEARCH, 2022, 41(4): 10-18. doi: 10.12390/jbr2022119

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FENG Ya-qin, WANG Xue, YU Xiao-hong. Research Progress on Mechanical Property and Connection Performance of Engineered Bamboo[J]. JOURNAL OF BAMBOO RESEARCH, 2022, 41(4): 10-18. doi: 10.12390/jbr2022119

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Research Progress on Mechanical Property and Connection Performance of Engineered Bamboo

doi: 10.12390/jbr2022119

FENG Ya-qin¹,
WANG Xue^1,2,
YU Xiao-hong^{1,2
,
,}

1. College of Chemistry and Materials Engineering, Zhejiang A&F University, Hangzhou 311300, Zhejiang, China;
2. Key Laboratory of Wood Science and Technology of Zhejiang Province, Hangzhou 311300, Zhejiang, China

Received Date: 2022-10-17

Abstract

Abstract

Engineered bamboo has the advantages of high strength, high weather resistance, high dimensional stability and strong corrosion resistance. With the continuous development and utilization of engineered bamboo, it has been well applied in construction, furniture, transportation and other fields. The study on the joint performance is an important guarantee for the quality and safety of modern bamboo and wood structures. The research progress of engineered bamboo was summarized from the basic mechanical properties and joint connection performance. The three basic stress forms of compression, bending and shear of engineered bamboo and measures to enhance the bearing capacity of engineered bamboo were elucidated. The effects of tooth plate connection, bolt connection and metal sleeve connection were analyzed based on the bearing capacity, failure mode of engineered bamboo and the laws affected by different parameters. The errors were summarized in the relevant calculation theories of wood structure design specifications at home and abroad. Results suggest it is necessary to formulate the relevant standards and specifications of engineered bamboo as soon as possible, in order to promote the further application and development of engineered bamboo.
- Engineered bamboo,
- Joint,
- Mechanical property,
- Failure mode

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References(58)

References

[1]	肖岩,佘立永,单波,等.现代竹结构在汶川地震灾后重建中的应用[J].自然灾害学报,2009,18(3):14-18.
[2]	中国工程建设标准化协会. T/CECS 10138-2021工程竹材[S].北京:中国标准出版社,2021.
[3]	黄东升,沈玉蓉.工程竹结构发展的几个问题[J].江苏建筑,2021(6):1-5.
[4]	李延军,许斌,张齐生,等.我国竹材加工产业现状与对策分析[J].林业工程学报,2016,1(1):2-7.
[5]	全国绿化委员会办公室. 2021年中国国土绿化状况公报[N].人民日报, 2022-03-15(14).
[6]	蒋为安,刘可为,张鑫,等.中国竹建筑工程2035发展趋势与路径研究[J].土木工程学报, 2021, 54(10):125-132.
[7]	冷予冰,许清风,陈玲珠.工程竹在建筑结构中的应用研究进展[J].建筑结构, 2018, 48(10):89-97.
[8]	吕清芳,魏洋,张齐生,等.新型竹质工程材料抗震房屋基本构件力学性能试验研究[J].建材技术与应用, 2008(11):1-5.
[9]	肖忠平,李晨,苏相宇.不同截面形式重组竹柱轴心受压试验研究[J].西北林学院学报, 2018, 33(5):231-235.
[10]	苏相宇.三种截面形式重组竹柱轴心受力性能试验研究[D].扬州:扬州大学, 2017.
[11]	Luna P, Takeuchi C, Alvarado C, et al. Glued laminated Guadua angustifolia bamboo columns[J]. Acta Horticulturae, 2013(1003):125-130.
[12]	刘玉琪.重组竹柱轴心受压试验研究[D].长沙:中南林业科技大学, 2019.
[13]	陈伯望,刘玉琪,吕炜磊,等.重组竹柱长期受压性能试验研究[J].四川建筑科学研究, 2019, 45(5):27-31.
[14]	肖岩,冯立,吕小红,等.胶合竹柱轴心受压试验研究[J].工业建筑, 2015, 45(4):13-17.
[15]	Li H T, Su J W, Zhang Q S, et al. Mechanical performance of laminated bamboo column under axial compression[J]. Composites Part B:Engineering, 2015, 79:374-382.
[16]	方佳伟.轴心受压胶合竹柱抗火性能研究[D].南京:东南大学, 2018.
[17]	谢亚孜,陈伯望,刘哲,等.侧压竹集成材柱轴心受压试验研究[J].土木与环境工程学报(中英文), 2021.
[18]	Li H T, Chen G, Zhang Q S, et al. Mechanical properties of laminated bamboo lumber column under radial eccentric compression[J]. Construction&Building Materials, 2016, 121:644-652.
[19]	魏洋,周梦倩,袁礼得.重组竹柱偏心受压力学性能[J].复合材料学报, 2016, 33(2):379-385.
[20]	茅鸣,李玉顺,刘涛,等.钢-竹组合箱形柱的偏心受压力学性能[J].建筑材料学报, 2021, 24(1):181-190.
[21]	Sinha A, Way D, Mlasko S. Structural performance of glued laminated bamboo beams[J]. Journal of Structural Engineering, 2014, 140(1):04013021.
[22]	周军文,姜慧辉,鲁良辉,等.重组竹梁受弯承载力试验研究[J].建筑结构, 2016, 46(23):42-45.
[23]	周军文,沈玉蓉.重组竹梁受弯承载力数值分析[J].中国科技论文, 2018, 13(1):83-86.
[24]	Li H T, Deeks A J, Zhang Q S, et al. Flexural performance of laminated bamboo lumber beam[J]. BioResources, 2016, 11(1):929-943.
[25]	Li H T, Wu G, Zhang Q S, et al. Ultimate bending capacity evaluation of laminated bamboo lumber beams[J]. Construction and Building Materials, 2018, 160:365-375.
[26]	陈伯望,高丹萍,李频,等.重组竹梁长期受弯性能试验研究及蠕变分析[J].四川建筑科学研究, 2020, 46(5):50-56.
[27]	袁平,雷婧,陈伯望.侧压竹集成材梁长期受弯性能试验研究[J].湖南城市学院学报(自然科学版), 2020, 29(4):6-10.
[28]	魏洋,王晓伟,李国芬.配筋重组竹受弯试件力学性能试验[J].复合材料学报, 2014, 31(4):1030-1036.
[29]	周爱萍,刘睿,沈玉蓉,等.碳纤维增强重组竹受弯构件的极限承载力试验[J].林业工程学报, 2017, 2(3):137-142.
[30]	周军文,赵风华,鲁良辉,等.碳纤维增强复材布加固重组竹破坏梁的受弯性能试验研究[J].工业建筑, 2018, 48(10):190-194.
[31]	柳红,杨蕾.竹板增强单板层积材组合梁受弯性能[J].林业工程学报, 2019, 4(1):45-50.
[32]	冷予冰,欧加加,许清风.工程竹木梁受弯性能试验研究[J].施工技术, 2020, 49(15):5-8 , 88.
[33]	Mujiman, Priyosulistyo H, Sulistyo D, et al. Influence of shape and dimensions of lamina on shear and bending strength of vertically glue laminated bamboo beam[J]. Procedia Engineering, 2014, 95:22-30.
[34]	李冉,李玉顺,何佳伟,等.钢-竹组合箱形截面梁受剪性能试验研究[J].建筑结构学报, 2017, 38(S1):330-336.
[35]	邓谋韬,陈伯望,谢亚孜,等.侧压竹集成材梁受剪承载力试验研究[J].土木与环境工程学报(中英文), 2021.
[36]	韩善宇,赵子宇,强明礼,等.国内外平行弦木桁架发展现状分析[J].中国人造板, 2020, 27(3):6-11.
[37]	伍金梅,肖岩, Shea Elise.齿板连接胶合竹的节点极限强度试验研究[J].工业建筑, 2016, 46(7):118-123.
[38]	彭琦,肖岩,伍金梅.齿板连接GluBam板齿强度试验分析研究[J].建筑结构, 2018, 48(19):91-96.
[39]	宋蕾蕾,吴金涛,杨会峰,等.木结构齿板增强螺栓连接承载力试验研究[J].建筑结构, 2020, 50(5):33-37.
[40]	冯立.现代竹木结构螺栓连接节点理论分析及试验研究[D].长沙:湖南大学, 2015.
[41]	冯立,肖岩,单波,等.胶合竹结构梁柱螺栓连接节点承载力试验研究[J].建筑结构学报, 2014, 35(4):230-235.
[42]	Yu X H, Dai L, Demirel S, et al. Lateral load resistance of parallel bamboo strand panel-to-metal single-bolt connections-Part I:Yield model[J]. Wood and Fiber Science, 2017, 49(4):424-435.
[43]	Yu X H, Chen C, Demirel S, et al. Static Lateral Load Resistance of Parallel Bamboo Strand Panel-to-Metal Single-Bolt Connections-Part 2:Fracture Model[J]. BioResources, 2019, 14(3):5747-5763.
[44]	周爱萍,黄东升,唐思远,等.重组竹-钢填板螺栓节点承载力试验研究[J].南京工业大学学报(自然科学版), 2016, 38(5):34-39, 67.
[45]	惠勃涛.胶合竹梁螺栓节点横纹抗剪承载力试验研究[D].南京:东南大学, 2019.
[46]	王辰熙.钢填板胶合竹螺栓节点受力性能试验研究[D].南京:东南大学, 2018.
[47]	崔兆彦,徐明,陈忠范,等.重组竹钢夹板螺栓连接承载力试验研究[J].工程力学, 2019, 36(1):96-103 , 118.
[48]	孙平.竹帘胶合板与钢板螺栓连接抗剪性能试验研究[D].南京:南京航空航天大学, 2020.
[49]	李霞镇.重组竹螺栓连接节点承载性能研究[D].北京:中国林业科学研究院, 2013.
[50]	李霞镇,任海青,李贤军,等.重组竹-钢夹板螺栓连接节点承载特性和破坏形态[J].林业科学, 2021, 57(8):157-166.
[51]	李霞镇,任海青,李贤军,等.重组竹螺栓连接节点承载能力计算分析[J].土木与环境工程学报(中英文), 2022, 44(4):78-86.
[52]	陈爱军,彭润勃,贺国京,等.钢夹板螺栓连接胶合木梁抗弯性能研究[J].铁道科学与工程学报, 2022, 19(2):500-510.
[53]	李玉顺,蒋天元,单炜,等.钢-竹组合梁柱边节点拟静力试验研究[J].工程力学, 2013, 30(4):241-248.
[54]	李玉顺,何佳伟,张家亮,等.基于梁柱节点性能的钢-竹组合框架结构地震反应分析[J].建筑科学与工程学报, 2016, 33(5):22-28.
[55]	伍悉嘉.现代竹结构梁柱钢套节点承载性能数值分析[D].重庆:重庆交通大学, 2015.
[56]	冷予冰.新型胶合竹梁柱节点抗测性能试验研究[J].绿色建筑, 2019, 11(3):95-98.
[57]	周军文,赵风华,齐永胜,等.新型竹木框架装配节点抗震性能试验研究[J].工业建筑, 2017, 47(9):70-74 , 105.
[58]	周军文,黄东升,黄子睿,等.竹框架装配式梁柱节点单调加载试验[J].林业工程学报, 2018, 3(3):122-127.