Citation: | ZHAO Canhui, XIA Song, LI Qiao. Load-Bearing Mechanism and Yield Load of PBL Shear Connectors[J]. Journal of Southwest Jiaotong University, 2014, 27(4): 605-611. doi: 10.3969/j.issn.0258-2724.2014.04.007 |
唐亮,吴文明,刘高,等. 有格室-后承压板结合部构造的结构特性[J]. 工程力学,2010,27(11): 234-243. TANG Liang, WU Wenming, LIU Gao, et al. Structural performance of rear bearing-late connection with cells in steel-concrete hybrid girder[J]. Engineering Mechanics, 2010, 27(11): 234-243.
|
崔冰,孟凡超,冯良平,等. 南京长江第三大桥钢塔柱设计与加工[J]. 中国铁道科学,2005,26(3): 42-47. CUI Bing, MENG Fanchao, FENG Liangping, et al. Design and fabrication of the tower column of Nanjing No. 3 Yangtze River bridge[J]. China Railway Science, 2005, 26(3): 42-47.
|
罗甲生,赵灿晖,古松,等. 连续刚架-拱桥三角刚架模型试验研究[J]. 桥梁建设,2008,49(1): 26-29. LUO Jiasheng, ZHAO Canhui, GU Song, et al. Model test study of triangle frame of a continuous rigid-framed arch bridge[J]. Bridge Construction, 2008, 49(1): 26-29.
|
OGUEJIOFOR E C, HOSAIN M N. A parametric study of perfoband rib shear connectors[J]. Canadian Journal of Civil Engineering, 1994, 21(4): 614-625.
|
OGUEJIOFOR E C, HOSAIN M N. Behavior of perfoband rib shear connectors in composit beams: full size test[J]. Canadian Journal of Civil Engineering, 1992, 19(2): 224-235.
|
VELDANDA M R, HOSAIN M U. Behavior of perfoband rib shear connectors: push-out test[J]. Canadian Journal of Civil Engineering, 1992, 19(1): 1-10.
|
李乔. 南京长江第三大桥索塔钢-混凝土结合段传力机理与试验研究[R]. 成都:西南交通大学,2006.
|
张清华,李乔,唐亮. 桥塔钢-混凝土结合段剪力键破坏机理及极限承载力[J].中国公路学报,2007,20(1): 85-90. ZHANG Qinghua, LI Qiao, TANG Liang. Fracture mechanism and ultimate carrying capacity of shear connectors applied for steel concrete joint segment of bridge pylon[J]. China Journal of Highway and Transport, 2007, 20(1): 85-90.
|
宗周红,车惠民. 剪力连接件静载和疲劳试验研究[J]. 福州大学学报,1999,27(6): 61-66. ZONG Zhouhong, CHE Huimin. Experimental study of shear connector under static and fatigue loading[J]. Journal of Fuzhou University, 1997, 27( 6): 61-66.
|
王振海,赵灿晖,李乔. PBL剪力键荷载-滑移关系试验研究[J]. 西南交通大学学报,2011,46(4): 547-552. WANG Zhenhai, ZHAO Canhui, LI Qiao. Experimental investigation on load-slip relationship of perfobond rib shear connectors[J]. Journal of Southwest Jiaotong University, 2011, 46(4): 547-552.
|
王振海,赵灿晖,李乔. PBL 剪力连接件破坏形态的试验研究[J]. 公路交通科技,2012,29(8): 64-70. WANG Zhenhai, ZHAO Canhui, LI Qiao. Experimental research on failure mode of perfobond rib shear connectors[J]. Journal of Highway and Transportation Research and Development, 2012, 29(8): 64-70.
|
王振海,李乔,赵灿晖. PBL 剪力键破坏形态及极限承载力试验研究[J]. 防灾减灾工程学报,2011,31(5): 517-521. WANG Zhenhai, LI Qiao, ZHAO Canhui. Experimental Investigation on ultimate bearing capacity of perfobond rib shear connectors and their failure modes[J]. Journal of Disaster Prevention and Mitigation Engineering, 2011, 31( 5): 517-521.
|
刘玉擎,周伟翔,蒋劲松. 开孔板连接件抗剪性能试验研究[J]. 桥梁建设,2006,47(6): 1-4. LIU Yuqing, ZHOU Weixiang, JIANG Jinsong. Experimental study of shearing behavior of perforated plate connector[J]. Bridge Construction, 2006, 47(6): 1-4.
|
夏嵩,赵灿晖,张育智,等. PBL传剪器极限承载力的试验研究[J]. 西南交通大学学报,2009,44(2): 166-170. XIA Song, ZHAO Canhui, ZHANG Yuzhi, et al. Experimental investigation on ultimate load-bearing capacity of PBL shear connectors[J]. Journal of Southwest Jiaotong University, 2009, 44(2): 166-170.
|
CANDIDO-MARTINS J P S, COSTA-NEVES L F, VELLASCO P C G. Experimental evaluation of the structural response of perfobond shear connectors[J]. Engineering Structures, 2010, 32: 1976-1985.
|
胡建华,叶梅新,黄琼. PBL 剪力连接件承载力试验[J]. 中国公路学报,2006,19(6): 65-72. HU Jianhua, YE Meixin, HUANG Qiong. Experiment on bearing capacity of PBL shear connectors[J]. China Journal of Highway and Transport, 2006, 19(6): 65-72.
|
[1] | LIANG Huanwei, XU Chunrong, LIN Yu, WU Jianli, XIA Fuyou, YAN Pengfan, ZHAO Canhui. Shear and Pull-Out Performance of Ribbed Straight-Hooked Rebar Shear Connector[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20240226 |
[2] | YANG Cheng, LIAO Weilong, SONG Tongwei, GENG Ping, FANG Yong. Bond-Slip of Connecting Bolts Between Tunnel Segments and Metro Station Portal Ring Beam[J]. Journal of Southwest Jiaotong University, 2022, 57(4): 876-885. doi: 10.3969/j.issn.0258-2724.20200703 |
[3] | ZHANG Shiqian, CHEN Yueshi, LIU Yanan, MA Xinxu, LIAO Xiandong, XIAO Xuwen. State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064 |
[4] | TIAN Mingxing, FU Pengyu, LI Ninghao. Magnetically Integrated Structure for Transformer-Type Controllable Reactors: Magnetic Circuit and Circuit Analysis[J]. Journal of Southwest Jiaotong University, 2017, 30(4): 774-781. doi: 10.3969/j.issn.0258-2724.2017.04.016 |
[5] | WEI Yang, ZHOU Mengqian, JI Xuewei, DUAN Maojun, LI Guofen. Flexural Performance of Composite Bamboo-Concrete Beams[J]. Journal of Southwest Jiaotong University, 2017, 30(6): 1148-1155. doi: 10.3969/j.issn.0258-2724.2017.06.015 |
[6] | ZHAN Yulin, LI Guifeng, ZHAO Renda, ZOU Zhaoyong, XUE Dengyu. Failure Mechanism and Shear Capacity of Organic Polymer Shear Connectors[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 524-531. doi: 10.3969/j.issn.0258-2724.2017.03.012 |
[7] | SONG Suidi, HUANG Bo, ZHU Bing, CHEN Kejian. Analysis of the Bearing Capacity of PBL Shear Connector[J]. Journal of Southwest Jiaotong University, 2017, 30(4): 647-654. doi: 10.3969/j.issn.0258-2724.2017.04.001 |
[8] | ZHU Bing, WANG Xuewei. Experimental Study on PBL Shear Connectors of Steel-Concrete Composite Bridge Considering Transverse Prestressing[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 621-631. doi: 10.3969/j.issn.0258-2724.2016.04.004 |
[9] | WANG Zhen-Hai, ZHAO Can-Hui, LI Qiao. Experimental Investigation on Load-Slip Relationship of Perfobond Rib Shear Connectors[J]. Journal of Southwest Jiaotong University, 2011, 24(4): 547-552. doi: 10.3969/j.issn.0258-2724.2011.04.004 |
[10] | LEI Yu, ZHAO Lei, LI Xi. Influencing Factors of Ultimate Load-Bearing Capacity of Long-Span Composite Girder Cable-Stayed Bridge[J]. Journal of Southwest Jiaotong University, 2009, 22(6): 812-816. |
[11] | XIA Song, ZHAO Canhui, ZHANG Yuzhi, LI Qiao. Experimental Investigation on Ultimate Load-Bearing Capacity of PBL Shear Connectors[J]. Journal of Southwest Jiaotong University, 2009, 22(2): 166-170. |
[12] | HAO Shuying, YANG Xiuping, YAO Bin. Local Buckling of Extended End-Plate Connection in Fire[J]. Journal of Southwest Jiaotong University, 2008, 21(3): 330-334. |
[13] | LI Jun, LI Xiaozhen, REN Weiping, QIANG Shizhong. Fatigue Test of Connection between Floor Beams and Monolithic Joints[J]. Journal of Southwest Jiaotong University, 2006, 19(3): 371-375. |
[14] | MAO Xueming, ZHAO Renda, WAN Zhen. Redistribution of Longitudinal Shear Force on Interface of Steel-Concrete Composite Beams[J]. Journal of Southwest Jiaotong University, 2006, 19(2): 174-178. |
[15] | ZHANG Qing-hua, LIQiao, TANG Liang. Research on 3D FEM Nonlinear SimulationM ethod for Shear Connectors[J]. Journal of Southwest Jiaotong University, 2005, 18(5): 595-599. |
[16] | CHENGHai-gen, QIANG Shi-zhong. A Shear Lag Analysis for a Simply Supported Steel-Concrete Composite Box Girder[J]. Journal of Southwest Jiaotong University, 2002, 15(4): 362-366. |
[17] | HUANCshuang一hua, HUANCXiong一jun. ComPutationoftheUltlmateBearingCaPacityofSteelReinforeed ConCreteLoW-RISeShearWallSwithFrame[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 360-364. |
[18] | Liu Jing, Xiang Qun, WangNengqin. Agitation Mechanism and Its Application Research of a New-Type Punched Agitator[J]. Journal of Southwest Jiaotong University, 1999, 12(3): 295-299. |
1. | 张风. 用于悬索桥塔锚式施工的塔梁止推器设计研究. 公路工程. 2021(03): 277-283 . ![]() | |
2. | 韩兴,王学伟,祝兵,谢明志. 大直径混凝土榫PBL连接件力学性能试验. 长安大学学报(自然科学版). 2017(01): 67-75 . ![]() | |
3. | 宋随弟,黄博,祝兵,陈克坚. 预应力PBL剪力键的承载能力试验研究. 西南交通大学学报. 2017(04): 647-654 . ![]() | |
4. | 祝兵,王学伟. 考虑横向预应力效应的钢-混组合梁桥PBL剪力键试验研究. 西南交通大学学报. 2016(04): 621-631 . ![]() | |
5. | 徐宙元,赵人达,牟廷敏. 带开孔钢板剪力连接件的钢-混凝土组合桥面板受力性能试验研究. 建筑结构学报. 2015(S1): 382-388 . ![]() |