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 55 Issue 4
Apr.  2025
Turn off MathJax
Article Contents
JIANG Huanzhi, XIE Libo, LI Yuanyuan, SHEN Shuiyue, GUO Zhengxing. Experimental Research on Composite Properties of Sandwich Panels with SGCCs[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(4): 47-56. doi: 10.3724/j.gyjzG24060101
Citation: JIANG Huanzhi, XIE Libo, LI Yuanyuan, SHEN Shuiyue, GUO Zhengxing. Experimental Research on Composite Properties of Sandwich Panels with SGCCs[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(4): 47-56. doi: 10.3724/j.gyjzG24060101

Experimental Research on Composite Properties of Sandwich Panels with SGCCs

doi: 10.3724/j.gyjzG24060101
  • Received Date: 2024-06-01
    Available Online: 2025-06-07
  • Publish Date: 2025-04-01
  • An experimental and theoretical study was conducted on the bending and composite properties of five full-size prefabricated concrete sandwich panels with new steel-glass FRP composite connectors (SGCCs). The experimental results showed that the bending bearing capacity of sandwich panels was not proportional to the total number of SGCCs, mainly depending on the arrangements of the SGCCs. The number and spacing of SGCCs arranged along the short edge of the panel had a significant impact on the bending bearing capacity and composite properties of the sandwich panel. Before the yield of the sandwich panel, the changes in the number of SGCCs at the end of the panel relative to the middle and 1/4 of the panel had a more significant impact on the bending bearing capacity and composite properties of the sandwich panel. Sandwich panels exhibited partially composite properties. The degree of composite action was positively correlated with the flexural bearing capacity. The experimental results were in good agreement with the theoretical calculation results.
  • loading
  • [1]
    PCI Committee. Precast concrete sandwich wall panels:state of the art of precast/prestressed sandwich wall panels[J]. PCI Journal,1997,42(2):92-133.
    [2]
    BENAYOUNE A,SAMAD A A A,ABANG A A A,et al. Response of precast reinforced composite sandwich panels to axial loading[J]. Constr Build Mater,2007,21(3):677-685.
    [3]
    EINEA A,SALMOND C,FOGARASI G J,et al. State-of the-art of precast concrete sandwich panels[J]. PCI Journal,1991,36(6):78-98.
    [4]
    FRANKL B A. Structural behavior of insulated precast prestressed concrete sandwich panels reinforced with CFRP grid[D]. Raleigh,NC:North Carolina State University,2008.
    [5]
    BUNN W G. CFRP grid/rigid foam shear transfer mechanism for precast,pre-stressed concrete sandwich wall panels[D]. Raleigh,NC:North Carolina State University,2011.
    [6]
    SORIANO J G. GFRP shear grid for precast,prestressed concrete sandwich wall panels[D]. Raleigh,NC:North Carolina State University,2013.
    [7]
    王雅贤,易国辉,秦昌安,等. 预制混凝土夹心保温墙板技术研究进展[J]. 工程建设与设计,2023(7):212-216.
    [8]
    赵志刚,张静,杨思忠,等. 装饰一体化轻薄夹心保温墙板的研究[J]. 混凝土世界,2022,12(12):52-58.
    [9]
    熊峰,边钰,刘烨,等. 预制混凝土夹心保温墙板结构性能研究综述[J]. 建筑结构,2022,52(23):26-34.
    [10]
    PCI Committee on Precast Sandwich Wall Panels. State of the art of precast/prestressed concrete sandwich wall panels[J]. PCI Journal,2011,56(2):131-176.
    [11]
    BENAYOUNE A,SAMAD A A A,TRIKHA D N,et al. Flexural behavior of pre-cast concrete sandwich composite panel-experimental and theoretical investigations[J]. Construction and Building Materials,2008,22:580-592.
    [12]
    MOHAMAD N,HASSAN N. The structural performance of precast lightweight foam concrete sandwich panel with single and double shear truss connectors subjected to axial load[J]. Advanced Materials Research,2013,634-638:2746-2751.
    [13]
    BUSH T D,STINE G L. Flexural behavior of composite precast concrete sandwich panels with continuous truss connectors[J]. PCI Journal,1994,39(2):112-121.
    [14]
    MCCALL C W. Thermal properties of sandwich panels[J]. Concrete International,1985,7(1):35-41.
    [15]
    LEE B J,PESSIKI S. Thermal performance evaluation of precast concrete three-wythe sandwich wall panels[J]. Energy Build,2006,38(8):1006-1014.
    [16]
    谷明旺. 关于国内外三明治墙板设计的思考[J]. 住宅与房地产,2015(27):53-59.
    [17]
    张健新,张鑫,陈庞,等. GFRP杆连接预制夹心保温墙板受弯性能试验[J]. 沈阳建筑大学学报(自然科学版),2024,40(2):203-211.
    [18]
    MAXIMOS H N,PONG W A,TADROS M K. Behavior and design of composite precast prestressed concrete sandwich panels with NU-tie[R]. Lincoln:University of Nebraska-Lincoln,2007.
    [19]
    薛伟辰,杨佳林. 一种预制夹心墙体纤维增强塑料连接件:202298982 U[P]. 2012-07-04.
    [20]
    朱虹,钱洋. 工程结构用FRP筋的力学性能[J]. 建筑科学与工程学报,2006,23(3):26-31.
    [21]
    万朝阳,陈国新. 预制夹心保温墙体保温连接件研究现状[J]. 玻璃钢/复合材料,2015(11):81-84.
    [22]
    郑百林,李伟,张伟伟,等. 增强混凝土FRP包覆筋研究(Ⅰ):微结构设计[J]. 复合材料学报,2004,21(1):33-37.
    [23]
    吴刚,罗云标,吴智深,等. 钢-连续纤维复合筋(SFCB)力学性能试验研究与理论分析[J]. 土木工程学报,2010,43(3):53-61.
    [24]
    刘家彬,郭正兴,江焕芝,等. 一种W形钢筋芯玻纤筋连接的预制混凝土夹心保温外墙板:CN201610293172.1[P]. 2016-05-05.
    [25]
    江焕芝. 基于钢-纤维复合连接件的预制混凝土夹心保温墙板性能研究[D]. 南京:东南大学,2019.
    [26]
    中华人民共和国住房和城乡建设部. 混凝土结构工程施工质量验收规范:GB 50204—2015[S]. 北京:中国建筑工业出版社,2015.
    [27]
    过镇海,时旭东. 钢筋混凝土原理和分析[M]. 北京:清华大学出版社,2003:163-337.
    [28]
    KIM J H,YOU Y C. Composite behavior of a novel insulated concrete sandwich wall panel reinforced with GFRP shear grids:effects of insulation types[J]. Materials,2015(8):899-913.
    [29]
    JIANG H Z,GUO Z X,LIU J B. Composite behavior of sandwich panels with W-shaped SGFRP connectors[J]. KSCE Journal of Civil Engineering,2018,22(5):1889-1899.
  • 加载中

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

    Article Metrics

    Article views (59) PDF downloads(6) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return