基于大直径栓钉界面连接的钢-UHPC组合结构推出试验研究

修洪亮

doi:10.13206/j.gjgS23010201

基于大直径栓钉界面连接的钢-UHPC组合结构推出试验研究

doi: 10.13206/j.gjgS23010201

修洪亮

江苏中车城市发展有限公司, 江苏无锡 214000

详细信息

作者简介:
修洪亮,男,1992年出生,工程师。Email:1269855150@qq.Com

计量
- 文章访问数: 157
- HTML全文浏览量: 38
- PDF下载量: 8
- 被引次数: 0
出版历程
- 收稿日期: 2023-01-02
- 网络出版日期: 2023-05-24
- 刊出日期: 2023-03-25

Experimental Study of Steel-UHPC Sheet with Large Diameter Stud Interface Connection

Hongliang Xiu

Jiangsu CRRC Urban Development Co., Ltd., Wuxi 214000, China

摘要

摘要: 为深入研究大直径栓钉在超高性能混凝土(ultra-high performance concrete,UHPC)和普通混凝土(normal concrete,NC)中的破坏模式及力学特征,对7组试件进行了推出试验研究,详细分析了混凝土强度、混凝土板厚、栓钉直径、栓钉长径比及混凝土试件尺寸对大直径栓钉极限抗剪承载力的影响规律。结果表明:UHPC试件破坏模式为栓钉剪断,UHPC能够有效抵抗栓钉产生的劈裂力,有效防止发生混凝土板劈裂破坏;与NC试件相比,UHPC试件的抗剪承载力和抗剪刚度更高,但延性较低;在UHPC试件中,大直径栓钉的长径比、混凝土板厚及混凝土板尺寸对栓钉抗剪承载力、抗剪刚度和极限滑移影响较小。最后,根据试验结果提出了UHPC中大直径栓钉剪断破坏模式下的荷载-滑移曲线及抗剪承载力计算建议公式,可为钢-UHPC组合结构工程设计提供一定的参考。
- 桥梁工程 /
- 大直径栓钉 /
- 推出试验 /
- 抗剪性能 /
- 荷载-滑移曲线
Abstract: In order to further study the failure mode and mechanical characteristics of large diameter stud in ultra-high performance concrete (UHPC) and normal concrete (NC), the push-out tests of 7 groups of specimens were carried out. The influences of concrete strength, slab thickness, stud diameter, stud length-diameter ratio and concrete specimen size on the ultimate shear capacity of large diameter stud were analyzed in detail. The results showed that the failure mode of large diameter stud UHPC was stud shear. UHPC could effectively resist the splitting force generated by the stud and prevent the splitting failure of concrete slabs effectively. Compared with NC specimens, UHPC specimens had higher shear capacity and shear stiffness, but lower ductility. In UHPC specimens, the length-diameter ratio of large diameter stud, the thickness of concrete slab and the size of concrete slab had little influence on the shear capacity, shear stiffness and ultimate slip of the stud. Finally, according to the test results, the proposed formula for calculating loadslip curve and shear capacity of UHPC large diameter stud under shear failure mode were proposed, which could provide certain reference value for the engineering design of steel-UHPC composite structure.
- bridge engineering /
- large diameter stud /
- push-out test /
- shear resistance /
- load-slip curve

HTML全文

参考文献(20)

[1]	Badie S S, Tadros M K, Kakish H F, et al. Large shear studs for composite action in steel bridge girders[J]. Transportation Research Record Journal of the Transportation Research Board, 2002, 7(3):195-203.
[2]	Shim C S, Lee P G, Yoon T Y. Static behavior of large stud shear connectors[J]. Engineering Structures, 2004, 26(12):1853-1860.
[3]	Lee P G, Shim C S, Chang S P. Static and fatigue behavior of large stud shear connectors for steel-concrete composite bridges[J]. Journal of Constructional Steel Research, 2005, 61(9):1270-1285.
[4]	ECS. Eurocode 4:Design of composite steel and concrete structures, part 1-1:general rules and rules for buildings:EN 1994-1- 1[S]. England:European Committee for Standardization, 2004.
[5]	AASHTO. LREDUS-4, AASHTO LRFD bridge design specifications[S]. Washington,D C:American Association of State Highway and Transportation Officials,2007.
[6]	Nguyen H T, Kim S E. Finite element modeling of push-out tests for large stud shear connectors[J]. Journal of Constructional Steel Research, 2009, 65(10):1909-1920.
[7]	蔺钊飞, 刘玉擎. 大直径焊钉连接件抗剪性能试验[J]. 同济大学学报(自然科学版), 2015, 43(12):1788-1793.
[8]	Döinghaus P, Goralski C, Will N. Design rules for composite structures with high performance steel and high-performance concrete[J]. High Performance Materials in Bridges, 2003, 13:139-149.
[9]	Kim J S, Kwark J, Joh C, et al. Headed stud shear connector for thin ultrahigh-performance concrete bridge deck[J]. Journal of Constructional Steel Research, 2015, 108:23-30.
[10]	Luo Y, Hoki K, Hayashi K, et al. Behavior and strength of headed stud-SFRCC shear connection. I:experimental study[J/OL]. Journal of Structural Engineering, 2015, 142(2)[2015-10-20]. http:/doi. org/10. 1061/(ASCE) ST. 1943-541X. 0001363.
[11]	Luo Y, Hoki K, Hayashi K, et al. Behavior and strength of headed stud-SFRCC shear connection. II:strength evaluation[J/OL]. Journal of Structural Engineering, 2015, 142(2)[2015-10- 20]. http:/doi. org/10. 1061/(ASCE) ST. 1943-541X. 0001372.
[12]	李萌, 邵旭东, 曹君辉, 等. UHPC中短栓钉抗剪性能试验及理论分析[J]. 中国公路学报, 2021, 34(8):191-204.
[13]	武芳文, 冯彦鹏, 戴君,等. 钢-UHPC组合结构中栓钉剪力键力学性能研究[J]. 工程力学, 2022, 39(2):222-234.
[14]	Buttry K E. Behavior of stud shear connectors in lightweight and normal-weight concrete[D]. Rolla, Mo:Univ. of Missouri, 1965.
[15]	Ollgaard J G, Slutter R G, Fisher J W. Shear strength of stud connectors in lightweight and normal weight conerete[J]. Engineering Journal of American Institute of Steel Construction, 1971, 8(2):55-64.
[16]	An L, Cederwall K. Push-out tests on studs in high strength and normal strength concrete[J]. Journal of Constructional Steel Research, 1996, 36(1):15-29.
[17]	Gattesco N, Giuriani E. Experimental study on stud shear connectors subjected to cyclic loading[J]. Journal of Constructional Steel Research, 1996, 38(1):1-21.
[18]	Xue W, Ding M, Wang H, et al. Static behavior and theoretical model of stud shear connectors[J]. Journal of Bridge Engineering, 2008, 13(6):623-634.
[19]	中华人民共和国交通运输部. 公路钢结构桥梁设计规范:JTG D64-2015[S]. 北京:人民交通出版社, 2015.
[20]	AISC. Specifcation for structural steel buildings:ANSI/A1SC 360- 10[S]. Chicago:American Institute of Steel Construction, 2010.