Abstract:Research purposes: At present,the fatigue performance research of lightweight aggregate concrete headed stud connectors is very few At home and abroad. Therefore,designing a set of lightweight aggregate concretes headed stud connectors push - out specimens, and fatigue tests are carried out. By fitting experimental data processing, the fatigue Ultimate strength, fatigue curve is obtained . Then compared with the related specifications and the gained achievements,to evaluate the fatigue resistance of specimens. The result of research also can provide the basis for the lightweight aggregate concrete on Steel - Concrete Composite Beam of bridge.
Research conclusions :(1) The test results show that the fatigue strength of lightweight aggregate concrete stud connectors guaranteed rate of 50% and 97. 72% is respectively 126. 7,105. 5 MPa. The difference between the results and other related research results on ordinary concrete stud connectors is little, and is higher than the corresponding standard value of the Eurocode 4. (2 ) The fatigue curve and fatigue failure mode with ordinary concrete headed stud connectors are similar,indicating that the lightweight aggregate concrete used in the shear stud connectors is feasible. (3) The research results can be popularized in similar engineering,such as composite beam bridge and so on.
徐海鹰,唐细彪. 轻骨料混凝土栓钉连接件疲劳性能研究[J]. 铁道工程学报, 2013, 30(5): 97-101.
XU Hai - ying,TANG Xi – biao. Research on the Fatigue Performance of Lightweight Aggregate Concrete Headed Stud Connectors. 铁道工程学报, 2013, 30(5): 97-101.
[1 ] European Committee for Standardization. Eurocode 4 : Design of Composite Steel and Concrete Structures, Partl. I : General Rules and Rules for Buildings [ S ]. European Committee for Standardization,1994.
[2]崔玉萍.钢-混凝土组合梁疲劳问题概述[J].市政技术,2004(1) :6 -13.
Cui Yuping. Summary on Fatigue Problems of Steel Concrete Composite Girder [ J ]. Municipal Engineering Technology,2004(1) :6-13.
Hou Wenqi,Ye Meixing. The Experimental Study on the Fatigue Bearing Capacity of the Steel - Concrete Composite Truss Girder Stand [ J]. Journal of Changsha Railway University,1999(4) :46 -50.
Zhengzhou Engineering Institute. Fatigue Tests on the Studs in the Profiled Steel Sheet - concrete Composite Beam[ R]. Zhengzhou Engineering Institute,1990.
Yang Tao. Advances in Fatigue Performance of Steel - concrete Composite Beams [ J ]. Journal of Hebei University of Engineering ( Natural Science Edition), 2010(1) :16-20.
[7] Slntter R G,Fisher J W. Fatigue Strength of Shear Connectors [ R ]. Highway Research Record No. 147, 1966:65 -68.
[8 ] S. AKAO,A. KURITA. Concrete Placing and Fatigue of Shear Studs [ C ]//Fatigue of Steel and Concrete Structures,IABSE Colloquium Lausanne, 1982.
[9] JOHNSON R P,Resistance of Stud Shear Connectors to Fatigue[ J]. Journal of Constructional Steel Research, 2000(56) :101 -116.
[10] Hirokazu Hiragi, Shigeyuku Matsui,Y Fukumoto. Static and Fatigue Strength of Studs [ C ] //International Association for Bridge and Structural Engineering, Labse Symposium Bmssels ,1990(60) :197 -202.