Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 54 Issue 7
Jul.  2024
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2024  >  54(7): 62-68
XIAO Congzhen, LI Jianhui, MA Tianyi, WEI Yue, WU Zhenhong, QIAO Baojuan. Current Situation and Development of Retrofitting and Performance Improvement for Existing Building Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 20-30. doi: 10.3724/j.gyjzG23120812
Citation: ZHANG Peng, YANG Siqi, DENG Yu, NI Miao, LING Daoyuan. Research on Mechanical Properties of Bamboo Winding Composite Pipe Reinforced Thin-Walled Steel Tube Composite Structures Under Axical Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 62-68. doi: 10.3724/j.gyjzG23010801
shu

Research on Mechanical Properties of Bamboo Winding Composite Pipe Reinforced Thin-Walled Steel Tube Composite Structures Under Axical Compression

doi: 10.3724/j.gyjzG23010801

  • Guangxi University of Science and Technology, Liuzhou 545000, China

  • Received Date: 2023-01-08
    Available Online: 2024-08-16
    Abstract
  • The bamboo winding composite pipe is a new type of environmentally-friendly material independently developed in China. In order to study the reinforced thin-walled circular steel tube composite structures, axial compression tests were conducted on the composite specimens, and the failure modes and bearing capacity of the composite specimens were studied. Trends of load versus displacement and strain were analyzed, and a theoretical calculation formula for the axial compression ultimate bearing capacity of the composite specimens was proposed. Finally, ABAQUS finite element software was used to analyze the parametric analysis of the composite specimen, as well as the influence of the thickness of bamboo winding composite pipe and other parameters on the axial compression performance. The experimental results showed that the failure mode of the composite specimens was lateral bending failure in the middle section of the specimen. Compared to pure bamboo winding composite pipes and steel tubes, the ultimate bearing capacity of the composite specimens had increased by 6.5 times and 1.5 times, respectively. The experimental results were in good agreement with the finite element simulation results, and the error between the theoretical calculation bearing capacity formula and the experimental results was 5.9%.
    • FullText(HTML)
    • References(20)
  • [1]
    肖岩, 李佳.现代竹结构的研究现状和展望[J].工业建筑, 2015, 45(4):1-6.
    [2]
    田黎敏, 靳贝贝, 郝际平.现代竹结构的研究与工程应用[J].工程力学, 2019, 36(5):1-18

    , 27.
    [3]
    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.
    [4]
    马建新, 张淑娴, 孙元平, 等.竹缠绕复合管弯曲强度测试[J]. 世界竹藤通讯, 2019, 17(5):51-52

    , 72.
    [5]
    张淑娴, 姜夏云, 马建新, 等.竹缠绕复合管环刚度测试试验[J].世界竹藤通讯, 2019, 17(4):37-39.
    [6]
    CHEN M, WENG Y, SEMPLE K, et al. Sustainability and innovation of bamboo winding composite pipe products[J]. Renewable and Sustainable Energy Reviews, 2021, 144(16), 110976.
    [7]
    国家林草局竹缠绕复合材料工程技术研究中心.竹缠绕复合材料技术列入国家"十四五"生物经济发展规划[J].世界竹藤通讯, 2022, 20(3):3.
    [8]
    JIN B B, TIAN L M, HAO J P, et al. Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns[J]. Journal of Constructional Steel Research, 2022(5):192.
    [9]
    田黎敏, 李宸, 廖述荟, 等.CFRP约束竹条-薄壁圆钢管组合柱轴压性能研究[J].建筑结构学报, 2022, 43(12):243-254.
    [10]
    解其铁, 张王丽, 蒋天元, 等.钢-竹组合柱轴心受压性能的试验研究[J].工程力学, 2012, 29(增刊2):221-225.
    [11]
    解其铁. 静荷载作用下钢-竹界面粘结性能研究[D].宁波:宁波大学, 2012.
    [12]
    葛玉猛, 李玉顺, 童科挺, 等. 薄壁型钢-重组竹组合工字形梁受剪性能研究[J]. 森林工程, 2018, 34(6): 72-79.
    [13]
    吴波, 赵新宇, 张金锁. 薄壁圆钢管再生混合中长柱 的轴压与偏压试验研究[J]. 土木工程学报, 2012, 45(5): 65-77.
    [14]
    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.
    [15]
    李天宇, 郭玉荣, 单波, 等.装配式胶合竹-混凝土组合梁试验研究[J].工业建筑, 2020, 50(8):57-64

    , 115.
    [16]
    中华人民共和国国家质量监督检验检疫总局.金属材料 拉伸试验 第1部分:室温试验方法:GB/T 228.1—2021[S].北京:中国标准出版社, 2021.
    [17]
    国家市场监督管理总局, 中国国家标准化管理委员会.竹缠绕复合管:GB/T 37805—2019[S].北京:中国标准出版社, 2019.
    [18]
    王强, 常凯, 侯康康, 等.用于ABAQUS梁单元的混凝土单轴本构模型[J].建筑科学与工程学报, 2018, 35(5):194-202.
    [19]
    史晨程, 吴婧姝, 张泽平, 等.基于ABAQUS的钢板混凝土板平面外弯剪性能的非线性有限元分析[J].工业建筑, 2015, 45(9):7-12.
    [20]
    李武峰. FRP包裹圆钢管混凝土屈曲约束支撑稳定性能研究[D].哈尔滨:哈尔滨工业大学, 2018.
    • Relative Articles

  • Relative Articles

    [1]GUO Wei, ZHANG Yipeng, WAN Yufeng, CHEN An, SUN Jing. A State-of-the-Art Review of Research and Application of FRP Composites in Railway Infrastructure[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 190-196. doi: 10.3724/j.gyjzG24040601
    [2]WU Ying, LI Aiqun. Application and Circled Layer Scene Construction of Digital Twin Technology from Coupling Perspective of "City-Building-People"[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 180-189. doi: 10.13204/j.gyjzG23012403
    [3]Qi Yicong. REGENERATIVE DESIGN METHOD AND ANALYSIS OF INDUSTRIAL HERITAGE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 40-44.
    [4]Shu Biqing, Zheng Juan. DETECTION APPRAISAL AND STRENGTHENING OF A BENT FRAME STRUCTURE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 139-142. doi: 10.13204/j.gyjz201406030
    [5]Sun Changling, Wang Zhiyuan. THE EXAMPLE ABOUT THE ADAPTIVE REUSEOF OF AN INDUSTRIAL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 168-171. doi: 10.13204/j.gyjz201302034
    [6]Xue Suduo, Zhang Yigang, Cao Zi, Li Xiongyan. PROSPECT AND FURTHER DEVELOPMENT OF SEISMIC RESEARCH ON SPATIAL STRUCTURES OVER LAST THIRTY YEARS IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 105-116. doi: 10.13204/j.gyjz201306022
    [7]Zhao Jida, Lan Tian. THIRTY YEARS PROGRESS AND FUTURE PROSPECT OF SPATIAL STRUCTURES IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 131-138,164. doi: 10.13204/j.gyjz201304028
    [8]Cao Xia, Xie Dan, Jin Lingzhi. REINFORCEMENT AND RENOVATION OF THE OFFICE BUILDING OF A POLICE STATION IN GUILIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 143-146,64. doi: 10.13204/j.gyjz201204029
    [9]Tang Hongyuan, Wang Zeyun, Jia Yigang. ASSESSMENT AND STRENGTHEN FOR A CHEMICAL FIBRE FACTORY BUILDING SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 152-155,170. doi: 10.13204/j.gyjz201207026
    [10]Zhou Hongbing. APPRAISAL OF THE IMPACT OF FOUNDATION CONSTRUCTION OF A HIGH-RISE BUILDING ON STRUCTURAL SAFETY OF THE ADJACENT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 116-119. doi: 10.13204/j.gyjz201002027
    [11]Yuan Chengfang, Niu Ditao, Wang Qinglin, Yuan Bo. SAFETY EVALUATION AND STRUCTURE STRENGTHENING OF A CHEMICAL PLANT SUBJECTED TO FIRE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 113-117. doi: 10.13204/j.gyjz201006026
    [12]Jiang Lixue, Zheng Qiaowen. SEISMIC ANALYSIS METHOD FOR RC FRAMES CONSIDERING INTERACTION BETWEEN PRIMARY AND SECONDARY STRUCTURES AND ITS APPLICATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 6-10. doi: 10.13204/j.gyjz200905002
    [13]Wang Junqiang. DAMAGES TO MULTISTORY BRICK-CONCRETE BUILDINGS AFTER WENCHUAN EARTHQUAKE AND THEIR APPRAISAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 47-49,59. doi: 10.13204/j.gyjz200901009
    [14]Zhang Kaichen, Wang Feng, Si Bo, Li Ming. DESIGN AND CONSTRUCTION OF THE CORBEL BETWEEN THE OLD COLUMN AND THE NEW BEAM FOR A REFORM PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 126-128. doi: 10.13204/j.gyjz200911029
    [15]Zheng Qizhen, Bao Yongliang, Wei Lin. THE DETECTION & IDENTIFICATION ON THE MAJOR STRUCTURE OF PROTECTED HISTORICAL SIGNIFICANT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 1-3,7. doi: 10.13204/j.gyjz200908001
    [16]Shu Hongbo, Zheng Jianjun, Zhang Shaohua. QUALIFICATION AND REINFORCEMENT OF CONCRETE STRUCTURES AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 25-27. doi: 10.13204/j.gyjz200908007
    [17]Dong Hairong, Qi Shaoming, Sun Xiaolu, Wu Xin. STUDY ON TECHNOLOGY OF ENERGY-SAVING RECONSTRUCTION ON EXISTING RESIDENTIAL BUILDINGS IN THE COLD DISTRICT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 4-6. doi: 10.13204/j.gyjz200907002
    [18]Tan Jun, Wang Ying, Zheng Wenzhong. DESIGN OF TWO TYPICAL POST-BUILT SUSPENDED STAIRCASES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 119-123，86. doi: 10.13204/j.gyjz200804030
    [19]Zhong Wenle, Chen Pei, Jiang Fengchang, Yang Genhong, Lu Jianwang. STRENGTHENING AND RECONSTRUCTION A CHEMICAL WORKSHOP INTO 2-HLS90 CONCRETE-MIXING BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 107-109. doi: 10.13204/j.gyjz200702027
    [20]Chun Qing, Qiu Hongxing, Huang Zhicheng, Pan Jianwu, Fang Zhibao. EXPERIMENTAL STUDY ON ANCHORAGE PERFORMANCE OF DOUBLE ADHESIVE ANCHORS FOR RC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 98-100. doi: 10.13204/j.gyjz200602029
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(12)

    1. 李凯，刘博，陈必光，杨卓，翟博渊. 重复压浆钢管桩在既有建筑基础加固中的应用. 广州建筑. 2025(01): 14-18 .
    2. 蔡旭东. 建筑结构加固改造技术与方法浅析. 广州建筑. 2025(01): 45-49 .
    3. 翟长海，丁俊男，史铁花，王代玉，黄颖. 既有建筑抗震韧性提升方法研究. 地震工程与工程振动. 2025(01): 18-27 .
    4. 黄晓旭，胡彪，李中流. 基于PDCA闭环模式的案例教学法在工程结构鉴定与加固课程中的应用. 科教导刊. 2025(01): 38-41 .
    5. 张吾健. 可持续发展理念下既有建筑改造设计策略分析. 住宅与房地产. 2024(06): 128-130 .
    6. 顾辉军. 既有建筑加固技术探析与应用——以某多层厂房加固为例. 建筑施工. 2024(05): 676-683 .
    7. 文应，蔡俊辉，孙健，郑代炳，江康. 城市更新改造中既有建筑的结构加固要点与实践. 新型城镇化. 2024(06): 57-60 .
    8. 苗元耀. 既有建筑结构加固改造原则及技术分析. 工程技术研究. 2024(12): 34-36 .
    9. 张荻，李涛杨，李伟. 城市更新为城市核心区注入新活力——既有建筑隔震托换加固改造项目的更新实践. 中国勘察设计. 2024(09): 67-69 .
    10. 梁春敏. 医院既有建筑局部结构加固实施难点及解决策略探究. 中国建筑金属结构. 2024(11): 87-89 .
    11. 陈光华，谢洪涛，孙柏锋. 基于价值工程的既有建筑加固改造项目经济性及模式创新研究. 工程管理学报. 2024(06): 117-122 .
    12. 吴梓楠，韩小雷，李建乐，黄世怡，董优. 建筑结构BIM正向设计的发展困境、关键技术与应用实践. 建筑结构. 2024(24): 136-144+135 .

    Other cited types(5)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-030255075100125
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 9.4 %FULLTEXT: 9.4 %META: 83.5 %META: 83.5 %PDF: 7.1 %PDF: 7.1 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 9.4 %其他: 9.4 %其他: 0.9 %其他: 0.9 %Baden: 0.4 %Baden: 0.4 %Central District: 0.6 %Central District: 0.6 %China: 0.3 %China: 0.3 %Kennedy Town: 0.3 %Kennedy Town: 0.3 %三明: 0.1 %三明: 0.1 %上海: 6.4 %上海: 6.4 %东莞: 4.5 %东莞: 4.5 %乌鲁木齐: 0.1 %乌鲁木齐: 0.1 %保定: 0.3 %保定: 0.3 %信阳: 0.1 %信阳: 0.1 %六安: 0.1 %六安: 0.1 %兰州: 0.4 %兰州: 0.4 %北京: 12.0 %北京: 12.0 %南京: 3.3 %南京: 3.3 %南宁: 0.1 %南宁: 0.1 %南昌: 0.3 %南昌: 0.3 %厦门: 0.1 %厦门: 0.1 %台北: 0.1 %台北: 0.1 %台州: 0.7 %台州: 0.7 %合肥: 0.7 %合肥: 0.7 %吉隆坡: 0.3 %吉隆坡: 0.3 %周口: 0.4 %周口: 0.4 %呼和浩特: 0.3 %呼和浩特: 0.3 %咸宁: 0.1 %咸宁: 0.1 %哈尔滨: 0.4 %哈尔滨: 0.4 %唐山: 0.1 %唐山: 0.1 %商丘: 0.1 %商丘: 0.1 %喀什: 0.3 %喀什: 0.3 %天津: 0.7 %天津: 0.7 %太原: 0.1 %太原: 0.1 %威海: 0.1 %威海: 0.1 %宁波: 0.1 %宁波: 0.1 %安庆: 0.3 %安庆: 0.3 %安康: 0.4 %安康: 0.4 %安阳: 0.4 %安阳: 0.4 %宜春: 0.7 %宜春: 0.7 %宣城: 0.6 %宣城: 0.6 %常德: 0.7 %常德: 0.7 %广州: 1.6 %广州: 1.6 %廊坊: 0.3 %廊坊: 0.3 %张家口: 0.6 %张家口: 0.6 %徐州: 0.6 %徐州: 0.6 %德阳: 0.1 %德阳: 0.1 %成都: 3.0 %成都: 3.0 %扬州: 0.6 %扬州: 0.6 %无锡: 0.3 %无锡: 0.3 %昆明: 1.6 %昆明: 1.6 %昭通: 0.1 %昭通: 0.1 %曲靖: 0.9 %曲靖: 0.9 %朝阳: 0.1 %朝阳: 0.1 %杭州: 1.4 %杭州: 1.4 %松原: 0.4 %松原: 0.4 %柏林: 0.1 %柏林: 0.1 %武汉: 2.3 %武汉: 2.3 %沈阳: 0.3 %沈阳: 0.3 %河内: 0.1 %河内: 0.1 %泉州: 0.1 %泉州: 0.1 %济南: 1.6 %济南: 1.6 %济宁: 0.1 %济宁: 0.1 %海口: 0.4 %海口: 0.4 %淄博: 0.3 %淄博: 0.3 %淮安: 0.3 %淮安: 0.3 %深圳: 3.0 %深圳: 3.0 %温州: 0.6 %温州: 0.6 %湖州: 0.1 %湖州: 0.1 %漯河: 0.9 %漯河: 0.9 %漳州: 0.1 %漳州: 0.1 %濮阳: 0.9 %濮阳: 0.9 %烟台: 0.3 %烟台: 0.3 %珠海: 0.3 %珠海: 0.3 %益阳: 0.1 %益阳: 0.1 %眉山: 0.1 %眉山: 0.1 %石家庄: 0.6 %石家庄: 0.6 %福州: 1.0 %福州: 1.0 %芒廷维尤: 5.9 %芒廷维尤: 5.9 %芝加哥: 1.7 %芝加哥: 1.7 %苏州: 0.6 %苏州: 0.6 %荆门: 0.4 %荆门: 0.4 %莆田: 0.9 %莆田: 0.9 %蚌埠: 0.1 %蚌埠: 0.1 %衡阳: 0.3 %衡阳: 0.3 %衢州: 0.4 %衢州: 0.4 %西宁: 4.1 %西宁: 4.1 %西安: 1.6 %西安: 1.6 %贵阳: 0.4 %贵阳: 0.4 %赣州: 0.1 %赣州: 0.1 %运城: 0.7 %运城: 0.7 %郑州: 1.2 %郑州: 1.2 %重庆: 1.3 %重庆: 1.3 %金华: 0.1 %金华: 0.1 %金昌: 0.1 %金昌: 0.1 %银川: 0.4 %银川: 0.4 %镇江: 0.3 %镇江: 0.3 %长春: 0.4 %长春: 0.4 %长沙: 3.5 %长沙: 3.5 %阜新: 0.1 %阜新: 0.1 %阿姆斯特丹: 0.1 %阿姆斯特丹: 0.1 %青岛: 0.7 %青岛: 0.7 %马鞍山: 0.3 %马鞍山: 0.3 %鹰潭: 0.1 %鹰潭: 0.1 %齐齐哈尔: 0.1 %齐齐哈尔: 0.1 %其他其他BadenCentral DistrictChinaKennedy Town三明上海东莞乌鲁木齐保定信阳六安兰州北京南京南宁南昌厦门台北台州合肥吉隆坡周口呼和浩特咸宁哈尔滨唐山商丘喀什天津太原威海宁波安庆安康安阳宜春宣城常德广州廊坊张家口徐州德阳成都扬州无锡昆明昭通曲靖朝阳杭州松原柏林武汉沈阳河内泉州济南济宁海口淄博淮安深圳温州湖州漯河漳州濮阳烟台珠海益阳眉山石家庄福州芒廷维尤芝加哥苏州荆门莆田蚌埠衡阳衢州西宁西安贵阳赣州运城郑州重庆金华金昌银川镇江长春长沙阜新阿姆斯特丹青岛马鞍山鹰潭齐齐哈尔

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (58) PDF downloads(2) Cited by(17)
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return