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): 1-12
CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014
Citation: LI Xinjie, WANG Weiyong. Research on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubular Columns Stiffened by Perforated Steel Plates Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 1-12. doi: 10.3724/j.gyjzG23071702
shu

Research on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubular Columns Stiffened by Perforated Steel Plates Under Axial Compression

doi: 10.3724/j.gyjzG23071702

  • 1. School of Civil Engineering, Chongqing University, Chongqing 400045, China;

  • 2. Key Laboratory of New Technology for Construction of Cities in Mountain Area (Ministry of Education), Chongqing University, Chongqing 400045, China

  • Received Date: 2023-07-14
    Available Online: 2024-08-16
    Abstract
  • The mechanical properties of concrete-filled double-skin steel tubular columns stiffened with perforated steel plates was studied. The finite element model was established by ABAQUS software. On the basis of verifying the reliability of the model, the load-displacement curve, stress distribution, failure mode and parameter analysis of the members were carried out. Furthermore, the design method of bearing capacity of concrete-filled double-skin steel tubular columns stiffened by perforated steel plates under axial compression was proposed. The results showed that the perforated steel plate could enhance the joint force and restraint effect of steel tube and concrete. The recommended values of each parameter of the component should be: steel grade Q355, concrete strength grade C60, opening diameter 35 mm, opening spacing 15 mm, stiffened steel plate thickness 5 mm, and the number of stiffened steel plates should be 4, at this time, the bearing capacity could be increased by 9.6% compared with the concrete-filled double-skin steel tube column, and the bearing capacity is only reduced by 1.9% compared with the bearing capacity of the concrete-filled double-skin steel tube column stiffened with steel plates. Therefore, the opening could save steel and ensure a certain bearing capacity. By adding the contribution of the bearing capacity of the stiffened steel plate to the calculation formula in the specification, and considering the influence of the opening diameter on the bearing capacity and the effect of the steel plate on the improvement of the concrete strength, the proposed design method of axial bearing capacity could safely predict its axial bearing capacity.
    • FullText(HTML)
    • References(28)
  • [1]
    蔡绍怀. 现代钢管混凝土结构.[M].2版.北京:人民交通出版社, 2007.
    [2]
    陶忠, 于清.新型组合结构柱:试验、理论与方法[M].北京:科学出版社, 2006.
    [3]
    HAN L H, REN Q X, LI W. Tests on stub stainless steel-concrete-carbon steel double-skin tubular (DST) columns[J]. Journal of Constructional Steel Research, 2011, 67(3): 437-452.
    [4]
    HASAN H G, EKMEKYAPAR T. Bond-slip behavior of concrete filled double skin steel tubular (CFDST) columns[J]. Marine Structures, 2021, 79: 1-18.
    [5]
    LIAO F Y, HAN L H, TAO Z. Behavior of composite joints with concrete encased CFST columns under cyclic loading: Experiments[J]. Engineering Structures, 2014, 59(2): 745-764.
    [6]
    中国电力企业联合会.输电线路中空夹层钢管混凝土杆塔技术规范:T/CEC 185—2018[S]. 北京: 中国电力出版社, 2018.
    [7]
    中国土木工程学会.中空夹层钢管混凝土结构技术规程: T/CCES 7—2020[S].北京:中国建筑工业出版社, 2020.
    [8]
    谌扬宇, 宁寄慧, 张永鑫, 等.中空夹层圆钢管混凝土短柱的压弯承载力计算法[J].建筑钢结构进展, 2021, 23(12): 85-93.
    [9]
    黄宏, 戚本豪, 王慧智, 等.大空心率圆中空夹层钢管超高性能混凝土短柱轴压力学性能研究[J].建筑钢结构进展, 2022, 24(4):24-31

    , 46.
    [10]
    刘永健, 李慧, 张宁, 等.PBL加劲型矩形钢管混凝土界面粘结-滑移性能[J].建筑科学与工程学报, 2015, 32(5):1-7.
    [11]
    TAO Z, HAN L H, ZHAO X L. Behavior of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns[J]. Journal of Constructional Steel Research, 2004, 60(8): 1129-1158.
    [12]
    UENAKA K. CFDST stub columns having outer circular and inner square sections under compression[J]. Journal of Constructional Steel Research, 2016, 120(4): 1-7.
    [13]
    WANG F C, HAN L H, LI W. Analytical behavior of CFDST stub columns with external stainless steel tubes under axial compression[J]. Thin-Walled Structures, 2018, 127(5): 756-768.
    [14]
    王先铁, 庞亚红, 高欢, 等.内配格构式钢骨钢管混凝土构件的抗弯性能[J].土木与环境工程学报(中英文), 2022, 44(5):165-176.
    [15]
    黄宏, 张安哥, 李毅, 等.带肋方钢管混凝土轴压短柱试验研究及有限元分析[J].建筑结构学报, 2011, 32(2):75-82.
    [16]
    TAO Z, HAN L H, WANG Z B. Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural(HSS) stub columns[J].Journal of Constructional Steel Research, 2005, 61(7): 962-983.
    [17]
    孙焱焱, 王振波, 盛超, 等.带肋方钢管混凝土短柱承载力及延性研究[J].应用力学学报, 2017, 34(1):136-141

    , 202.
    [18]
    梁危, 董江峰, 王清远.带肋中空夹层方钢管混凝土柱轴压性能的试验研究[J].工程科学与技术, 2018, 50(6):132-140.
    [19]
    姜磊, 刘永健, 张俊光.开孔钢板加劲型方钢管混凝土长柱轴压性能试验研究[J].建筑结构学报, 2016, 37(5):122-128.
    [20]
    李肖, 张元植.设平板加劲肋矩形钢管混凝土柱静载下ABAQUS本构模型的研究[J]建筑钢结构进展, 2021, 23(8):84-96.
    [21]
    钟善桐.钢管混凝土结构[M].北京:清华大学出版社, 2003.
    [22]
    赵晖, 张颖, 王蕊.内钢板中空方形钢管混凝土叠合柱轴压力学性能研究[J].建筑结构学报, 2022, 43(6):53-62

    , 141.
    [23]
    中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010—2010(2015版)[S].北京:中国建筑工业出版社, 2016.
    [24]
    刘威. 钢管混凝土局部受压时的工作机理研究[D].福州:福州大学, 2005.
    [25]
    王宇航, 曹锋, 周绪红, 等.风电混合塔筒中空夹层钢管混凝土转接结构轴压性能试验研究[J].建筑钢结构进展, 2023, 25(4):25-36.
    [26]
    WANG H, GUO Y H, BAI Y T, et al. Experimental and numerical study on the stability capacity of Q690 high-strength circular steel tubes under axial compression[J]. International Journal of Steel Structures, 2017, 17(3): 843-861.
    [27]
    冯鹏, 强翰霖, 叶列平. 材料、构件、结构的"屈服点"定义与讨论[J]. 工程力学, 2017, 34(3): 36-46.
    [28]
    韩林海.钢管混凝土结构:理论与实践[M].3版.北京:科学版社, 2016.
    • Relative Articles

  • Relative Articles

    [1]XUE Qianming, HUANG Yuehao, SHANG Yongtao. Research on Micro-Renewal and Optimization Design of Lanzhou Railway Station Area Under Catalyst Linkage[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(5): 86-94. doi: 10.3724/j.gyjzG23060709
    [2]ZHANG Xia, ZHAO Xue, LIAO Zixiang. Application of Affordance Theory to the Community-Based Renewal of Industrial Relics and Strategies: Taking Wuhan City as an Example[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 45-53. doi: 10.13204/j.gyjzG23083006
    [3]JIN Liansheng, CHEN Chen. Protection and Renewal Strategies of Santaizi Worker’s Community in Shenyang from a Perspective of Community Co-Governance Systems[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 72-81. doi: 10.13204/j.gyjzG21012706
    [4]ZHANG Hongbo, YANG Yujia. Deconstructive Study on Public Space of Jinjiang Timber Cabin Village in Jilin Based on the Pattern Language[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 64-73. doi: 10.13204/j.gyjzG22060804
    [5]REN Zhen, KOU Juntao, WANG Yu, CHI Miaomiao. Research on the Regeneration Design of Industrial Remain Sites from the Perspective of Landscape Urbanism: A Case Study of the Old Brewery in Pingyuan County[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 17-22. doi: 10.13204/j.gyjzG22062304
    [6]CAO Ying, YANG Jinpeng, WANG Yu, ZHANG Nan. Protection and Reuse of Mining Heritage Based on Community Renewal: Taking the Zhongfu Mining Heritage in Jiaozuo as an Example[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 52-58. doi: 10.13204/j.gyjzG20102504
    [7]LYU Chang, WEI Chunyu. TAKING TIANHAN CULTURAL PARK AS AN EXAMPLE: RESEARCH ON THE CURRENT SITUATION AND DESIGN OF CONTEMPORARY VILLAGE MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 74-80. doi: 10.13204/j.gyjzg21022003
    [8]QIAO Zhi, JIA Xinxin, HUANG Jingfan, FAN Wenlu. STUDY ON THE AGING SPACE ACTIVATION AND FACILITIES RENEWAL OF XI'AN TEXTILE CITY INDUSTRIAL COMMUNITY FROM THE PERSPECTIVE OF COLLECTIVE MEMORY[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 89-97. doi: 10.13204/j.gyjz202002013
    [9]CHEN Jing, HAO Xinyi, YANG Li. STUDY ON THE SPATIAL FORM OF SILO-CAVE VILLAGE IN THE WEST OF HENAN[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 8-12. doi: 10.13204/j.gyjz202005002
    [12]Deng Yuanyuan, Chang Jiang. MICRO SPATIAL COGNITIVE OF INHABITANT IN OLD COMMUNITY: THE INVESTIGATION FOR THE WORKER COMMUNITY OF THE 2ND MACHINERY PLANT IN JIAWANG DISTRICT，XUZHOU[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 40-44.
    [13]Sun Jian, Zhao Lin. THE RENOVATION OF QINGDAO SMALL HARBOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 156-159. doi: 10.13204/j.gyjz201301035
    [14]Wang Xixi, Chen Xingzhu. RESUSCITATION OF THE HEART OF CITY:RENOVATION OF LES HALLES,PARIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 56-59. doi: 10.13204/j.gyjz201203011
    [15]Wang Lu, Xu Jia, Tuo Wanyong, Li Yuhua. ANALYSIS OF PLANNING AND SIGHT DESIGN FOR GANGHUA GARDEN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 45-48. doi: 10.13204/j.gyjz201211010
    [16]Dong Jie, Su Jihong, Wang Shiyang, Zou Dan. CONSTRUCTION STRATEGY OF CONTEMPOARY INDUSTRIAL PARKS BASED ON VITALITY MOULDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 4-7. doi: 10.13204/j.gyjz201108002
    [17]He Wei. RESEARCH AND INTEGRATION DESIGN OF OLD AND NEW CAMPUS PUBLIC SPACE IN HUNAN UNIVERSITY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 47-49. doi: 10.13204/j.gyjz201105011
    [18]Wang Yi, Chen Jing. THE EXPLORATION AND PRACTICE OF INDUSTRIAL PARKS UNDER THE CONCEPTION OF SUSTAINABLE DEVELOPMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 37-40. doi: 10.13204/j.gyjz200812011
    [19]Shi Qi-lei. ARCHITECTURAL DESIGN OF COMPREHENSIVE MEDICAL BUILDING FOR THE PLAcS NO. 306 HOSPITAL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 29-31. doi: 10.13204/j.gyjz200610009
    [20]Zhang Sanming, Wu Qian. RECONSTRUCTION DESIGN OF ACOUSTICAL ENVIRONMENT OF INTERIOR PUBLIC SPACE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 31-33. doi: 10.13204/j.gyjz200602009
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(15)

    1. 高雅薇，孙伟，官卫华. 基于多主体治理视角的城市更新研究进展与展望. 现代城市研究. 2024(06): 1-7+45 .
    2. 余文志豪，孙靓，刘梦昭，姚彧之，蔡祎文. 基于空间激活的武汉保成路社区入口改造. 山西建筑. 2023(07): 39-42 .
    3. 王崎. 基于微更新的住区开放空间适老性研究进展及趋势. 低温建筑技术. 2023(04): 30-33 .
    4. 张思源. 老旧小区首层自发加建研究——以柳州机车车辆有限公司东社区为例. 城市建筑. 2023(22): 182-185 .
    5. 潘博，田从祥，王文斌. 基于“共享”理念下老旧社区公共空间更新探索——以荆州市荆州古城便河社区为例. 四川建材. 2022(02): 51-52+54 .
    6. 宋鹏波，孙涛，郑云峰. 基于UCD理念的老旧社区公共空间景观微改造创新设计研究——以武汉市武展社区为例. 中国勘察设计. 2022(09): 87-90 .
    7. 陈晓菲，冉圣林，马青松. 大街区视角下城镇老旧小区改造策略研究. 住区. 2022(04): 6-14 .
    8. 张恒瑜，张忠峰，赵红霞. 城市微更新背景下基于“共享”理念的老城区公共空间改造. 现代园艺. 2022(21): 95-97 .
    9. 陈明晨，李凯怡，何雪倩. 共享养老模式下老旧社区口袋公园的设计探析. 科学技术创新. 2022(36): 155-158 .
    10. 宁晓蕾. 共享理念下老旧社区公共空间微更新. 海峡科技与产业. 2022(12): 104-106 .
    11. 孟军. 社区微更新视角下南阳老旧社区体育设施优化配置研究. 体育风尚. 2021(02): 132-133 .
    12. 凌云. 社区更新中的可持续发展策略研究——以美国纽约为例. 建筑与文化. 2021(06): 58-59 .
    13. 黄芸璟，彭震宇. 基于城市闲置空间的智慧共享研究——以重庆市住宅空间为例. 国土资源信息化. 2021(04): 22-27+21 .
    14. 吴文勇. 垃圾分类背景下城市公共垃圾桶视觉设计研究. 包装工程. 2021(18): 287-291 .
    15. 李馨瞳. 西安市老旧社区微更新改造理念与策略研究. 绿色科技. 2020(18): 199-200+232 .

    Other cited types(40)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-042024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-0305101520
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 19.0 %FULLTEXT: 19.0 %META: 80.1 %META: 80.1 %PDF: 0.9 %PDF: 0.9 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 3.4 %其他: 3.4 %其他: 1.2 %其他: 1.2 %China: 1.2 %China: 1.2 %Hong Kong, China: 0.9 %Hong Kong, China: 0.9 %[]: 0.6 %[]: 0.6 %上海: 2.8 %上海: 2.8 %东莞: 0.6 %东莞: 0.6 %北京: 8.9 %北京: 8.9 %南京: 1.2 %南京: 1.2 %南通: 0.3 %南通: 0.3 %台州: 0.6 %台州: 0.6 %合肥: 0.6 %合肥: 0.6 %嘉兴: 0.3 %嘉兴: 0.3 %大连: 1.2 %大连: 1.2 %天津: 0.6 %天津: 0.6 %太原: 0.6 %太原: 0.6 %宿州: 0.3 %宿州: 0.3 %广州: 0.6 %广州: 0.6 %张家口: 0.9 %张家口: 0.9 %成都: 0.9 %成都: 0.9 %扬州: 0.6 %扬州: 0.6 %晋城: 0.3 %晋城: 0.3 %朝阳: 1.2 %朝阳: 1.2 %杭州: 3.7 %杭州: 3.7 %武汉: 1.2 %武汉: 1.2 %泰安: 0.3 %泰安: 0.3 %济南: 0.3 %济南: 0.3 %济宁: 0.3 %济宁: 0.3 %温州: 0.3 %温州: 0.3 %湖州: 0.9 %湖州: 0.9 %漯河: 1.2 %漯河: 1.2 %珠海: 0.3 %珠海: 0.3 %石家庄: 0.6 %石家庄: 0.6 %福州: 0.9 %福州: 0.9 %芒廷维尤: 45.9 %芒廷维尤: 45.9 %荆州: 0.3 %荆州: 0.3 %菏泽: 0.3 %菏泽: 0.3 %衢州: 0.3 %衢州: 0.3 %西宁: 4.9 %西宁: 4.9 %贵阳: 0.3 %贵阳: 0.3 %运城: 2.8 %运城: 2.8 %邯郸: 0.3 %邯郸: 0.3 %郑州: 3.1 %郑州: 3.1 %重庆: 0.3 %重庆: 0.3 %镇江: 0.3 %镇江: 0.3 %长沙: 0.6 %长沙: 0.6 %阳泉: 0.6 %阳泉: 0.6 %其他其他ChinaHong Kong, China[]上海东莞北京南京南通台州合肥嘉兴大连天津太原宿州广州张家口成都扬州晋城朝阳杭州武汉泰安济南济宁温州湖州漯河珠海石家庄福州芒廷维尤荆州菏泽衢州西宁贵阳运城邯郸郑州重庆镇江长沙阳泉

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 (129) PDF downloads(11) Cited by(55)
    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