Axial Compression Experiments on Assembled Columns of CFRP Bilateral Flexible Flange Tubes
-
摘要: 为实现复合材料薄壁圆管快速纵向拼接,提出了一种全碳纤维复材法兰连接接头。对3个法兰管构件进行轴压试验,获得了荷载-轴向位移曲线,分析了螺栓-法兰连接的受力过程和损伤形态;对2个连接柱进行了同种边界条件下的轴压试验,观察了试件的破坏形态,分析了连接柱的失稳机制。结果表明:在圆管与法兰等厚度设计下,螺栓-法兰连接的抗弯性能显著小于薄壁圆管;与金属法兰相比,复材法兰连接不易发生螺栓屈服或管壁鼓曲的失效模式,法兰与圆管的交界部位是复材法兰连接的薄弱环节,容易发生材料损伤,且会对法兰连接的转动刚度造成较大影响;复材法兰连接柱可视为一个中部带有半刚性连接节点的压杆,节点的转动刚度会随着材料损伤而变小;采用带侧移压杆失稳模型能够较好描述连接柱的失稳机制。
-
关键词:
- CFRP双边柔性法兰管 /
- 复材法兰连接 /
- 轴压性能 /
- 整体稳定性
Abstract: In order to realize rapid longitudinal connection of composite thin-walled circular tubes, a lightweight all-composite flange joint was proposed. Three specimens were subjected to axial compression tests. Load-axial displacement curves were obtained, and the loading process and damage pattern of bolt-flange joints were analyzed. Then, axial compression tests were carried out on two assembled columns under the same boundary condition. The failure modes of the specimens were observed and the instability mechanism of the columns were analyzed. The results showed that under the same thickness design of the tube and flange, the flexure performance of the bolt-flange joint was significantly lower than that of the tube; compared with metal flanges, the failure modes of bolt yield or tube wall buckling were less likely to occur in the composite flange tube, and the junction of the flange and tube was the weak area of the composite flange joint, which was prone to material damage and had a great influence on the rotational stiffness of the joint; the assembled column could be regarded as a strut with a non-rigid connecting joint in the middle, and the change of rotational stiffness of the joint due to material damage had a direct impact on the overall stability of the strut; the lateral instability model of struts could be used to describe the instability mechanism of the assembled column. -
[1] 吕志涛, 梅葵花.国内首座CFRP索斜拉桥的研究[J].土木工程学报, 2007, 40(1):54-59. [2] 冯鹏, 田野, 覃兆平.纤维增强复合材料拉挤型材桁架桥静动力性能研究[J].工业建筑, 2013, 43(6):36-41. [3] 江世永, 蔡涛, 李雪阳.碳纤维复合材料筋高韧性水泥基复合材料柱拟静力试验对比研究[J].工业建筑, 2018, 48(9):181-186, 216. [4] 刘荣桂, 许飞.CFRP拉索试验桥锚具的有限元分析[J].工业建筑, 2009, 39 (12):61-64, 94. [5] 冯博, 汪昕, 吴智深.大吨位CFRP拉索的锚固性能及安装参数研究[J].工程科学与技术, 2019, 51(1):68-74. [6] XUE W C, TAN Y, ZENG L.Flexural response predictions of reinforced concrete beams strengthened with prestressed CFRP plates[J].Composite Structures, 2009, 92(3):612-622. [7] CHERNOV A, FOMIN D, KONDAKOV I, et al.Lightweight and reliable metal-composite joints based on harmonization of strength properties of joined parts[J].Proceedings of the Institution of Mechanical Engineers, Part G:Journal of Aerospace Engineering, 2018, 232(14):2663-2672. [8] PRUCZ J C, SHOUKRY S N, CHANDRAMOHAN S, et al.An analytical model for interactive design of cylindrical composite ducts with upright bolted flanges[J].Composite Structures, 2003, 61(3):221-233. [9] SHANYGIN A, DUBOVIKOV E, FOMIN V, et al.Designing pro-composite truss layout for load-bearing aircraft structures[J].Fatigue and Fracture of Engineering Materials and Structures, 2017, 40(10):1612-1623. [10] MOSALLAM A S.Design guide for FRP composite connections[M].Virginia:American Society of Civil Engineers, 2011. [11] ZOU X, WANG J.Experimental study on joints and flexural behavior of FRP truss-UHPC hybrid bridge[J].Composite Structures, 2018, 203:414-424. [12] ZHAN Y, WU G, YANG L S.Experimental investigation of the behavior of a lattice steel column repaired with pultruded GFRP profiles[J].Journal of Performance of Constructed Facilities, 2015, 29(4).DOI: 10.1061/(ASCE)CF.1943-5509.0000600. [13] DENG A Z, ZHAO Q L, LI F, et al.Research on bearing capacity of single tooth to composite pre-tightened teeth connection[J].Journal of Reinforced Plastics and Composites, 2013, 32(21):1603-1613. [14] 柳锦春, 高建岗, 赵启林, 等.碳纤维增强树脂基复合材料预紧力单齿接头的静态及疲劳性能试验[J].复合材料学报, 2016, 33(10):2215-2222. [15] YANG X, BAI Y, LUO F, et al.Fiber reinforced polymer composite members with adhesive bonded sleeve joints for space frame structures[J].Journal of Materials in Civil Engineering, 2016, 29(2).DOI: 10.1061/(ASCE)MT.1943-5533.0001737. [16] XIE L, BAI Y, QI Y, et al.Pultruded GFRP square hollow columns with bolted sleeve joints under eccentric compression[J].Composites Part B:Engineering, 2019, 162:274-282. [17] QIU C, DING C, HE X, et al.Axial performance of steel splice connection for tubular FRP column members[J].Composite Structures, 2018, 189:498-509. [18] LUO F, HUANG Y, HE X, et al.Development of latticed structures with bolted steel sleeve and plate connection and hollow section GFRP members[J].Thin-Walled Structures, 2019, 137:106-116. [19] LUO H, XIN L, LI Y, et al.Damage properties of pre-embedded connection of carbon fiber wound composite tubes[J].Materials Today Communications, 2020, 25(2).DOI: 10.1016/j.mtcomm.2020.101525. [20] JEGLEY D C, WU K C, PHELPS J E, et al.Structural efficiency of composite struts for aerospace applications[J].Journal of Spacecraft and Rockets, 2012, 49(5):915-924. [21] TAO J, LI F, ZHU R, et al.Compression properties of a novel foam-core sandwich cylinder reinforced with stiffeners[J].Composite Structures, 2018, 206:499-508. [22] 李峰, 赵志波, 陶杰.复材泡沫夹芯筒加劲肋法兰连接性能试验[J].复合材料科学与工程, 2019(8):66-71. [23] DENG H, SONG X, CHEN Z, et al.Experiment and design methodology of a double-layered flange connection in axial loads[J].Engineering Structures, 2018, 175:436-456. [24] YANG J J, CHEN H G, MIN J.Experimental investigation into the compressive behavior of steel columns with flange joints in prefabricated steel frame structures[J].International Journal of Engineering and Technology, 2018, 10(4):355-360. [25] COUCHAUX M, HJIAJ M, RYAN I, et al.Bolted circular flange connections under static bending moment and axial force[J].Journal of Constructional Steel Research, 2019, 157:314-336. [26] 韩军科, 吴静, 吕铎, 等.钢管塔锻造法兰受压性能试验研究[J].钢结构(中英文), 2019, 34(9):7-15. [27] KOBAYASHI T, NOGI R.Estimation of tightness of bolted flange connections subjected to combined loads of axial load and bending moment[C].2019, 34(9):7-15. [28] SHEHAB B A, EKMEKYAPAR T.Axial compression behaviour of bolted-flange composite column-column connection[J].Structures and Buildings, 2020, 175(4):1-46. [29] 张恒铭, 李峰, 潘大荣.基于三维梁理论的复合材料层合管等效转动刚度[J].复合材料学报, 2016, 33(8):1694-1701. [30] LAI C, HU Y, ZHENG Q, et al.All-composite flanges for anisogrid lattice-core sandwich panels to bear stretching load[J].Composites Communications, 2020, 19:189-193. [31] LI F, LI R Y, LI D.Manufacture and bending test of a cylindrical laminated tube with integrally formed ring flanges[J].Applied Composite Materials, 2021, 29(2):597-628. [32] 卫超, 孙昌玲.高支撑体系抗侧刚度对结构稳定性的影响分析[J].施工技术, 2010, 39(12):71-74. [33] 童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社, 2015.
点击查看大图
计量
- 文章访问数: 96
- HTML全文浏览量: 14
- PDF下载量: 3
- 被引次数: 0