环口板加固T型方钢管节点滞回性能的试验研究
doi: 10.3969/j.issn.0258-2724.2013.01.012
Experimental Study on Hysteretic Behavior of Square Tubular T-Joints Reinforced with Collar Plate
-
摘要: 为了评价加固后空心钢管结构中焊接管节点的抗震性能,实验研究了环口板加固T型方钢管节点的滞回性能.对2个环口板加固T型方钢管节点和2个对应的未加固节点试件进行了轴向反复荷载作用下的拟静力滞回性能试验.试验测试结果表明:采用环口板加固的T型节点,可以将破坏发生的部位由未加固节点的主支管焊趾处转移到加固节点的环口板与主管表面焊缝处;环口板加固后的节点滞回曲线更加饱满,具有更好的抗震性能;加固后T节点的延性系数比未加固节点的延性系数明显增加,两组加固后的T节点分别提高了:受压阶段34%、100%;受拉阶段33%、145%.Abstract: To assess the anti-seismic behavior of reinforced welded tubular joints with circular hollow section, the hysteretic performance of square tubular T-joints with collar plate reinforcement was studied experimentally. Hysteretic tests were carried out on 2 square tubular T-joints with collar plate reinforcement and on 2 corresponding un-reinforced specimens under quasi-static cyclic loading. The experimental results show that the failure position is transformed from the weld toe along the brace/chord intersection of the un-reinforced specimens to the weld connection between the collar plate and the chord surface of the T-joints with collar plate reinforcement. The hysteretic loops of the reinforced T-joints are much plumper and show a better anti-seismic behavior. The ductility ratio of the reinforced T-joints is improved significantly compared to that of the un-reinforced ones. The values of the ductility ratio are increased by 34% in compression stage and 33% in tension stage for one group of specimens, and increased by 100%in compression stage and 145% in tension stage for another group of specimens.
-
Key words:
- square tubular T-joints /
- collar plate /
- hysteretic behavior /
- ductility ratio /
- experimental test
-
CHEN Haizhong, ZHU Hongping. Experiments on large-diameter welded hollow spherical joint[J]. Journal of Southwest Jiaotong University: English Edition, 2009, 17(4): 319-324. 冯宏,李立仁,陈永庆. HSRC框架柱抗震性能试验研究[J]. 西南交通大学学报,2010,45(5): 705-712. FENG Hong, LI Liren, CHEN Yongqing. Experimental research on aseismic behaviors of high strength reinforced concrete frame columns[J]. Journal of Southwest University, 2010, 45(5): 705-712. SOH C K, FUNG T C, QIN F, et al. Behavior of completely overlapped tubular joints under cyclic loading[J]. Journal of Structural Engineering, ASCE, 2001, 127(2): 122-128. 秦飞, GHO W M, FUNG T C,等. 完全叠接管节点在低周循环荷载作用下的破坏模式研究[J]. 海洋工程,2002,20(1): 29-35. QIN Fei, GHO W M, FUNG T C, et al. Failure analysis of offshore tubular joints under seismic loading[J]. The Ocean Engineering, 2002, 20(1): 29-35. 陈以一,沈祖炎,翟红,等. 圆钢管相贯节点滞回特性的实验研究[J]. 建筑结构学报,2003,24(6): 57-62. CHEN Yiyi, SHEN Zuyan, ZHAI Hong, et al. Experimental research on hysteretic property of unstiffened space tubular joints[J]. Journal of Building Structures, 2003, 24(6): 57-62. WANG Wei, CHEN Yiyi. Hysteretic behaviour of tubular joints under cyclic loading[J]. Journal of Constructional Steel Research, 2007, 63(10): 1384-1395. 何远宾,郝际平,曾珂. T型、N型圆管节点滞回性能实验[J]. 重庆大学学报,2008,31(7): 730-739. HE Yuanbin, HAO Jiping, ZENG Ke. Hysteretic behavior of T and N joints[J]. Journal of Chongqing University, 2008, 31(7): 730-739. 武振宇,陈鹏,王渊阳. T型方钢管节点滞回性能的试验研究[J]. 土木工程学报,2008,41(12): 8-13. WU Zhenyu, CHEN Peng, WANG Yuanyang. Experimental study on the hysteretic behaviour of T-type SHS joints[J]. China Civil Engineering Journal, 2008, 41(12): 8-13. 武振宇,高洋. K型间隙方管节点滞回性能的有限元分析[J]. 低温建筑技术,2009(1): 32-34. 刑丽,赵阳,傅学怡,等. 改进贴板加强的钢管受弯连接节点试验研究[J]. 土木工程学报,2007,40(12): 1-7. XING Li, ZHAO Yang, FU Xueyi, et al. Experimental study on the steel tube moment connections with modified cover-plated reinforcement[J]. China Civil Engineering Journal, 2007, 40(12): 1-7. SHAO Yongbo, LI Tao, JIN Yanfei, et al. Experimental test on hysteretic behaviour of tubular joints with chord reinforcement under cyclic loading[C]//Proc. of 4th International Conference on Protection of Structures against Hazards. Beijing: [s.n.], 2009: 319-324. 靳燕飞,邵永波,徐艳华. 主管管壁加厚型圆钢管T节点的滞回性能分析[J]. 华中科技大学学报:城市科学版,2010,27(2): 78-81. JIN Yanfei, SHAO Yongbo, XU Yanhua. Hysteretic analysis of circular tubular T-joints with chord reinforcement[J]. Journal of Huazhong University of Science and Technology: Urban Science Edition, 2010, 27(2): 78-81. SHAO Yongbo, LI Tao, JIN Yanfei, et al. Hysteretic analysis of a full-scale square tubular-joints under axial cyclic loading[C]//Proc. of 4th International Conference on Protection of Structures against Hazards. Beijing: [s.n.], 2009: 325-330. 邵永波. 主管管壁加厚的T型方钢管节点的滞回性能研究[C]//第18届全国结构工程学术会议论文集. 广州:工程力学杂志社, 2009: 634-637. CHOO Y S, VAN DER VEGTE G J, ZETTLEMOYER N, et al. Static strength of T-joints reinforced with doubler or collar plates. Ⅰ: experimental investigation[J]. Journal of Structural Engineering, ASCE, 2005, 131(1): 119-128. Van Der VEGTE G J, CHOO Y S, LIANG J X, et al. Static strength of T-joints reinforced with doubler or collar plates. Ⅱ: numerical simulations[J]. Journal of Structural Engineering, ASCE, 2005, 131(1): 129-138. 王文杰,邵永波,夏辉. 环口板加固T型方钢管节点在轴压作用下极限承载力研究[J]. 工程力学, 2012,29(6):138-145. WANG Wenjie, SHAO Yongbo, XIA Hui. Research on the static strength of square tubular T-joints reinforced with collar plate under axial compression[J]. Engineering Mechanics, 2012, 29(6): 138-145. 蔡艳青,邵永波,岳永生. 环口板加强型T型圆钢管节点承载力的试验研究[J]. 工程力学, 2011,28(9): 90-94. CAI Yanqing, SHAO Yongbo, YUE Yongsheng. Experimental study on bearing capacity for circular tubular T-joints with collar plate reinforcement[J]. Engineering Mechanics, 2011, 28(9): 90-94. 王文杰,邵永波. 环口板加固T型方钢管节点在轴压作用下极限承载力的参数分析[J]. 土木工程与管理学报, 2011,28(2): 32-38. WANG Wenjie, SHAO Yongbo. Parametric study on the static strength of square tubular T-joints reinforced with collar plate under axial compression[J]. Journal of Civil Engineering and Management, 2011, 28(2): 32-38. 岳永生,邵永波,蔡燕青. 环口板加强型T型管节点滞回性能的试验研究[J]. 华中科技大学学报:城市科学版,2010,27(3): 71-75. YUE Yongsheng, SHAO Yongbo, CAI Yanqing. Experimental study on hysteretic behaviour of circular tubular T-joints with collar plate reinforcement[J]. Journal of Huazhong University of Science and Technology: Urban Science Edition, 2010, 27(3): 71-75. 邵永波,岳永生,蔡艳青. 环口板加强型T节点滞回性能的试验研究[J]. 工程力学, 2011,28(10): 209-215. SHAO Yongbo, YUE Yongsheng, CAI Yanqing. Experimental study on hysteretic behaviour of circular tubular T-joints reinforced with collar-plate[J]. Engineering Mechanics, 2011, 28(10): 209-215.
点击查看大图
计量
- 文章访问数: 1070
- HTML全文浏览量: 68
- PDF下载量: 318
- 被引次数: 0