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. (in Chinese)
[3]
Medberry S B, Shahrooz B M. Perfobond shear connector for composite construction [J]. Engineering Journal, 2002, 39(1): 2―11.
[4]
Ahn J H, Kim S H, Jeong Y J. Shear behaviour of perfobond rib shear connector under static and cyclic loadings [J]. Magazine of Concrete Research, 2008, 60(5): 347―357.
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. (in Chinese)
Li Qiao. Study on transfer mechanism and experimental tests for steel-concrete joint segment of Nanjing third bridge pylon [R]. Chengdu: Southwest Jiaotong University, 2005. (in Chinese)
[11]
Wang Zhenhai, Li Qiao, Zhao Canhui. Ultimate shear resistance of perfobond rib shear connectors based on a modified push-out test [J]. Advances in Structural Engineering, 2013, 16(4): 667―680.
[12]
Roberts W S, Heywood R J. Development and testing of a new shear connector for steel composite bridges [C]// Proceedings of Fourth International Bridge Engineering Conference, San Francisco[s,n], 1995(2): 137―145.
[13]
Sagaseta J, Vollum R L. Influence of aggregate fracture on shear transfer through cracks in reinforced concrete [J]. Magazine of Concrete Research, 2011, 63(2): 119―137.
[14]
Walraven J C. The behaviour of cracks in plain and reinforced concrete subjected to shear [R]. IABSE Colloquium-advanced mechanics of reinforced concrete: final report, Delft: Delft University Press, 1981, 227―252.
[15]
Kahn L F, Mitchell A D. Shear friction tests with high-strength concrete [J]. ACI Structural Journal, 2002, 99(1): 98―103.
[16]
Harries K A, Zeno G, Shahrooz B. Toward an improved understanding of shear-friction behavior [J]. ACI Structural Journal, 2012, 109(6): 835―844.
[17]
Bilal E. Behavior of beams with dowel action [J]. Engineering Structures, 2007, 29(6): 889―903.
[18]
Kwak H G, Kim S P. Bond-slip behavior under monotonic uniaxial loads [J]. Engineering Structures, 2001, 23(3): 298―309.
[19]
Bentz E C, Vecchio F J, Collins M P. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements [J]. ACI Structural Journal, 2006, 103(4): 614―624.
[20]
Jelic I, Pavlovic M N, Kotsovos M D. A study of dowel action in reinforced concrete beams [J]. Magazine of Concrete Research, 1999, 51(2): 131―141.
[21]
Robbat B G, Russell H G. Friction Coefficient of Steel on Concrete or Grout [J]. Journal of Structural Engineering, 1985, 111(3): 505―515.
[22]
沃国纬, 王元淳. 弹性力学[M]. 上海: 上海交通大学出版社, 1998: 291―296.
[23]
Wo Guowei, Wang Yuanchun. Elastic mechanics [M]. Shanghai: Shanghai Jiaotong University Press, 1998: 291―296. (in Chinese)
Xiao Lin, Qiang Shizhong, Li Xaiozhen, et al. Research on mechanical performance of PBL shear connectors considering the perforated plate’s thickness [J]. Engineering Mechanics, 2012, 29(8): 282―288. (in Chinese)
[26]
沙定国. 实用误差理论与数据处理[M]. 北京: 北京理工大学出版社, 1993: 28―36. Sha Dingguo. Applied error theory and data processing [M]. Beijing: Beijing Institute of Technology Press, 1993: 28―36. (in Chinese)