|Table of Contents|

Experiment on out-of-plan mechanical behavior of CFST X-type arches(PDF)

《交通运输工程学报》[ISSN:1671-1637/CN:61-1369/U]

Issue:
2022年01期
Page:
58-69
Research Field:
道路与铁道工程
Publishing date:

Info

Title:
Experiment on out-of-plan mechanical behavior of CFST X-type arches
Author(s):
WEI Jian-gang1; 2; 3;  XIE Zhi-tao1;  YANG Yan1; 3;  WU Qing-xiong1; 3;  CHEN Bao-chun1; 3;  PING Jian-chun4
(1. College of Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China; 2. College of Civil Engineering,Fujian University of Technology, Fuzhou 350118, Fujian, China; 3. Fujian Provincial Key Laboratory onMulti-Disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fuzhou 350116, Fujian, China; 4. Shaoxing Housing and Urban-Rural Development Supervision and Law Enforcement Team, Shaoxing 312030, Zhejiang, China)
Keywords:
bridge engineering;  CFST;  X-type arch;  out-of-plan;  experiment;  non-conservative force;  hanger
PACS:
U441.4
DOI:
10.19818/j.cnki.1671-1637.2022.01.004
Abstract:
To investigate the effects of non-conservative forces on the out-of-plane stability of concrete filled steel tubular(CFST)X-type arches, the structural spatial mechanical behaviors of CFST X-type arches were analyzed via experiment and finite element analysis. Based on a prototype bridge, the structural spatial mechanical behaviors of a CFST X-type arch with hangers were tested to elucidate the failure mechanisms of the arch model. A finite element model of a standard CFST X-type arche was created based on the experimental data and the actual structural engineering parameters. The conservative and non-conservative forces from hangers were considered respectively in models with or without tie hangers. The effects of arch rib inclination, rise-span ratio, and width-span ratio on the out-of-plane ultimate bearing capacities of CFST X-type arches considering the non-conservative force from hangers or not were analyzed. Based on a finite element model for combined material and geometric nonlinearities and in terms of load and displacement ratios, the improvement in the spatial mechanical behaviors of arch rib due to the non-conservative force was quantitatively analyzed under different parameters. Research results indicate that during the spatial mechanical process, the displacement of the CFST X-type arch is symmetrically distributed about the crown section, and the strain distribution is also highly symmetric. Therefore, the arch model has good overall stability and low sensitivity to initial geometric defects during the spatial mechanical process. The arch model ultimately failed due to an out-of-plane extreme point instability. The arch rib mainly bears compression and out-of-plane bending moment, and the out-of-plane bending moment is the main controlling factor for the stability and ultimate bearing capacity of the arch model. The out-of-plane ultimate bearing capacity of CFST X-type arches initially increases and then decreases with the increasing arch rib inclination, rise-span ratio, and width-span ratio. The arch model reaches its maximum ultimate bearing capacity when the arch rib inclination is 9°, the rise-span ratio is 0.25, and the width-span ratio is 0.03. The non-conservative force should be considered when calculating the out-of-plane ultimate bearing capacity of CFST X-type arches, as the omission of the force will lead to a 22% underestimation of the out-of-plane ultimate bearing capacity. 1 tab, 21 figs, 32 refs.

References:

[1] 李生勇,陈宝春.钢管混凝土提篮拱空间稳定性随机静力分析[J].长沙交通学院学报,2008,24(4):1-5.LI Sheng-yong, CHEN Bao-chun. Stochastic static analysis on spatial stability of CFST tilt-basket arch bridge[J]. Journal of Changsha Communications University, 2008, 24(4): 1-5.(in Chinese)
[2] 陈宝春,韦建刚,周 俊,等.我国钢管混凝土拱桥应用现状与展望[J].土木工程学报,2017,50(6):50-61.CHEN Bao-chun, WEI Jian-gang, ZHOU Jun, et al. Application of concrete-filled steel tube arch bridges in China: current status and prospects[J]. China Civil Engineering Journal, 2017, 50(6): 50-61.(in Chinese)
[3] 韦建刚,陈家炜,谢志涛,等.钢管混凝土哑铃形截面提篮型标准拱桥的构建与分析[J].福州大学学报(自然科学版),2019,47(5):663-668.WEI Jian-gang, CHEN Jia-wei, XIE Zhi-tao, et al. Establishment and analysis of standard CFST X-type dumbbell-shaped cross-section arch bridge[J]. Journal of Fuzhou University(Natural Science Edition), 2019, 47(5): 663-668.(in Chinese)
[4] 邓继华,周福霖,谭 平.圆钢管混凝土拱空间极限荷载计算方法研究[J].建筑结构学报,2014,35(11):28-35.DENG Ji-hua, ZHOU Fu-lin, TAN Ping. Study on method for calculating spatial ultimate load of circular CFST arch[J]. Journal of Building Structures, 2014, 35(11): 28-35.(in Chinese)
[5] GENG Yue, RANZI G, WANG Yu-tao, et al. Out-of-plane creep buckling analysis on slender concrete-filled steel tubular arches[J]. Journal of Constructional Steel Research, 2018, 140: 174-190.
[6] 陈宝春,韦建刚,林嘉阳.钢管混凝土(单圆管)单肋拱空间受力试验研究[J].工程力学,2006,23(5):99-106.CHEN Bao-chun, WEI Jian-gang, LIN Jia-yang. Experimental study on concrete filled steel tubular(single tube)arch with one rib under spatial loads[J]. Engineering Mechanics, 2006, 23(5): 99-106.(in Chinese)
[7] 宋福春.钢管混凝土桁肋拱桥面外稳定性研究[D].福州:福州大学,2009.SONG Fu-chun. Research on the out-of-plane stability of CFST truss ribs arches[D]. Fuzhou: Fuzhou University, 2009.(in Chinese)
[8] GAO Jing, SU Jia-zhan, CHEN Bao-chun. Experiment on a concrete filled steel tubular arch with corrugated steel webs subjected to spatial loading[J]. Applied Mechanics and Materials, 2012, 166-169: 37-42.
[9] 韦建刚,李晓辉,陈礼榕,等.钢管混凝土哑铃形截面拱空间受力性能试验研究[J].工程力学,2015,32(11):71-78.WEI Jian-gang, LI Xiao-hui, CHEN Li-rong, et al. Experimental studies of out-of-plane mechanical behavior on CFST dumbbell section arch[J]. Engineering Mechanics, 2015, 32(11): 71-78.(in Chinese)
[10] 宋福春,陈宝春.钢管混凝土标准桁肋拱面外弹性稳定分析[J].工程力学,2012,29(9):125-132.SONG Fu-chun, CHEN Bao-chun. Analysis of out-of-plane elastic buckling of standard concrete filled steel tubular truss ribs arch[J]. Engineering Mechanics, 2012, 29(9): 125-132.(in Chinese)
[11] 耿 悦,周昌杰,王玉银,等.抛物线形钢管混凝土无铰拱出平面稳定性能研究[J].建筑结构学报,2015,36(增1):114-119.GENG Yue, ZHOU Chang-jie, WANG Yu-yin, et al. Out-of-plane buckling behavior of slender parabolic concrete-filled steel tubular arches with fixed ends[J]. Journal of Building Structures, 2015, 36(S1): 114-119.(in Chinese)
[12] 黄奶清,时 娜.横撑布置形式对提篮拱稳定影响[J].安徽建筑工业学院学报(自然科学版),2011,19(5):5-8.HUANG Nai-qing, SHI Na. Influence of the stability of the transverse braces arrangement on basket-handle arch bridge[J]. Journal of Anhui Institute of Architecture and Industry(Natural Science), 2011, 19(5): 5-8.(in Chinese)
[13] 宋福春,吴倩娜.横撑对钢管混凝土桁肋提篮拱桥横向弹性稳定的影响[J].沈阳建筑大学学报(自然科学版),2014,30(5):850-855.SONG Fu-chun, WU Qian-na. Effects of crossbars on the lateral elastic stability of lift-basket CFST truss rib arch bridge[J]. Journal of Shenyang Jianzhu University(Natural Science), 2014, 30(5): 850-855.(in Chinese)
[14] 曾德荣,张庆明.提篮式拱桥拱肋内倾角对横向稳定性的影响[J].重庆交通学院学报,2006,25(增1):4-8.ZENG De-rong, ZHANG Qing-ming. Study on the stability influence of the angle of toe-in of the arch rib[J]. Journal of Chongqing Jiaotong University, 2006, 25(S1): 4-8.(in Chinese)
[15] 张庆明,周 罡.大跨径提篮拱的拱肋侧倾角对稳定性影响的研究[J].桥梁建设,2007,37(4):32-34.ZHANG Qing-ming, ZHOU Gang. Study of effect of arch rib tilting angle on stability of long span basket handle arch[J]. Bridge Construction, 2007, 37(4): 32-34.(in Chinese)
[16] 杨永清.抛物线双肋拱在保向力作用下的横向稳定性[J].西南交通大学学报,2003,38(1):43-48.YANG Yong-qing. Lateral stability of parabolic double-rib arch under directional loads[J]. Journal of Southwest Jiaotong University, 2003, 38(1): 43-48.(in Chinese)
[17] 杨永清,蒲黔辉.抛物线双肋拱在非保向力作用下的横向稳定性[J].西南交通大学学报,2003,38(3):309-313.YANG Yong-qing, PU Qian-hui. Lateral stability of parabolic double-rib arch under non-directional loads[J]. Journal of Southwest Jiaotong University, 2003, 38(3): 309-313.(in Chinese)
[18] GUO Yan-lin, ZHAO Si-yuan, PI Yong-lin, et al. An experimental study on out-of-plane inelastic buckling strength of fixed steel arches[J]. Engineering Structures, 2015, 98: 118-127.
[19] LU Han-wen, LIU Ai-rong, PI Yong-lin, et al. Lateral-torsional buckling of arches under an arbitrary radial point load in a thermal environment incorporating shear deformations[J]. Engineering Structures, 2019, 179: 189-203.
[20] GODDEN W G. The lateral buckling of tied arches[J]. Proceedings of the Institution of Civil Engineers, 1954, 3(4): 496-514.
[21] ALMEIDA F N. Lateral buckling of twin arch ribs with transverse bars[D]. Columbus: The Ohio State University, 1970.
[22] 项海帆,钱莲萍.单承重面拱桥侧向稳定的实用计算[C]∥中国土木工程学会.中国土木工程学会市政工程专业委员会第一次城市桥梁学术会议论文集.北京:中国土木工程学会,1987:693-699.XIANG Hai-fan, QIAN Lian-ping. Practical calculation of lateral stability of single arch bridge[C]∥China Civil Engineering Society. Proceedings of the First Urban Bridge Academic Conference of Municipal Engineering Professional Committee of China Civil Engineering Society. Beijing: China Civil Engineering Society, 1987: 693-699.(in Chinese)
[23] 金成棣,张 洁,王溢华.系杆拱桥的稳定性分析[J].上海公路,2018(2):1-6,117.JIN Cheng-di, ZHANG Jie, WANG Yi-hua. Analysis on the stability of a tied arch bridge[J]. Shanghai Highways, 2018(2): 1-6, 117.(in Chinese)
[24] 韦建刚,平建春,陈礼榕,等.考虑吊杆非保向力效应的钢管混凝土拱空间受力性能试验研究[J].建筑结构学报,2017,38(增1):451-456.WEI Jian-gang, PING Jian-chun, CHEN Li-rong, et al. Experimental study on spatial mechanical behavior of CFST arch under non-directional loads[J]. Journal of Building Structures, 2017, 38(S1): 451-456.(in Chinese)
[25] 王玉涛.考虑非保向力作用的钢管混凝土拱平面外稳定性能研究[D].哈尔滨:哈尔滨工业大学,2018.WANG Yu-tao. Out-of-plane buckling of CFST arches under non-directional loads[D]. Harbin: Harbin Institute of Technology, 2018.(in Chinese)
[26] 吴庆雄,陈宝春,韦建刚.钢管混凝土结构材料非线性的一种有限元分析方法[J].工程力学,2008,25(6):68-74.WU Qing-xiong, CHEN Bao-chun, WEI Jian-gang. A finite element method for analyzing material nonlinearity of concrete-filled steel tubular structures[J]. Engineering Mechanics, 2008, 25(6): 68-74.(in Chinese)
[27] 王 媛,叶智威,吴庆雄.钢管混凝土单圆管标准拱桥面外稳定性有限元分析方法研究[J].世界桥梁,2015,43(3):38-43. WANG Yuan, YE Zhi-wei, WU Qing-xiong. Out-of-plane stability analysis for typical concrete-filled single steel circular tube arch bridge by finite element method[J]. World Bridges, 2015, 43(3): 38-43.(in Chinese)
[28] HU Jun-liang, YAN Quan-sheng, YU Xiao-lin, et al. Ultimate bearing capacity analysis of concrete filled steel tubular arch considering the initial defects' influence[J]. Advanced Materials Research, 2012, 1615(446/447/448/449): 1248-1251.
[29] 陈宝春,刘福忠,韦建刚.327座钢管混凝土拱桥的统计分析[J].中外公路,2011,31(3):96-103.CHEN Bao-chun, LIU Fu-zhong, WEI Jian-gang. Statistical analysis of 327 concrete filled steel tubular arch bridges[J]. Journal of China and Foreign Highway, 2011, 31(3): 96-103.(in Chinese)
[30] 陈宝春,刘君平.世界拱桥建设与技术发展综述[J].交通运输工程学报,2020,20(1):27-41.CHEN Bao-chun, LIU Jun-ping. Review of construction and technology development of arch bridges in the world[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 27-41.(in Chinese)
[31] RAJEEV S, PETER D J, VARKEY M V. Study of concrete filled steel tubular arch bridge: a review[J]. Applied Mechanics and Materials, 2016, 857: 261-266.
[32] 牟廷敏,范碧琨,赵艺程,等.钢管混凝土桥梁在中国的应用与发展[J].公路,2017,62(12):161-165.MOU Ting-min, FAN Bi-kun, ZHAO Yi-cheng, et al. Application and development of concrete-filled steel tubular bridges in China[J]. Highway, 2017, 62(12): 161-165.(in Chinese)

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Last Update: 2022-03-20