结合面底部带门式钢筋的铰接空心板桥受力性能参数分析

Abstract
Figure/Table
References (0)
Related Citation (15)

Abstract The evolution of hinged joint structures in Chinese hinged hollow-slab bridges was summarized to study the mechanical performance of hinged joint structures in hinged hollow-slab bridges with gate-type steel bars. Parameter analysis was conducted with the nonlinear finite element method for a hollow slab bridge with a span of 8 m. The failure mode of the hinged joint structure with different parameters, including crack-occurring load and crack distribution, was studied. Countermeasures to improve the hinged joint structure were also discussed. Results showed that adopting a gate-type steel bar at the bottom of the junction surface did not improve the crack-occurring load of the hinged joint, but the load of the full-length crack was improved, and the occurrence of vertical full-length cracks on the junction surface and longitudinal cracks on the hinged joint was delayed. Increasing the diameter of the gate-type steel bar did not enhance the crack-occurring load, the load of full-length cracks on the junction surface, and the final distribution of cracks. Enhancement of the concrete strength did not improve the mechanical property of hollow slab and the junction surface remarkably. By contrast, enhancement of the bond strength of the junction surface improved the crack-occurring load of the hinged joint and reduced the distribution of cracks. Three layouts of reinforcement in the hinged joint and increasing the diameter of the gate-type steel bar, as proposed in existing references, did not fundamentally improve the mechanical property of the junction surface.

Key words： bridge engineering mechanical property of hinged voided slab parameter analysis hinged joint structure gate-type steel bar nonlinear finite element

Received: 20 September 2016

Fund:Supported by the Program for New Century Excellent Talents in University of China (No.NCET-13-0737); the Program for 2011 Science and Technology Plan of Transportation of Hebei (No.Y-2011023)

Corresponding Authors: CHEN Kang-ming E-mail: chen-kang-ming@163.com

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	CHEN Kang-ming
	WU Qing-xiong
	HUANG Han-hui
	CHEN Bao-chun

Cite this article:

CHEN Kang-ming,WU Qing-xiong,HUANG Han-hui, et al. Parameter Analysis of the Mechanical Performance of Hinged Hollow-slab Bridges with Gate-type Steel Bars at the Bottom Part of the Junction Surface[J]. Journal of Highway and Transportation Research and Development, 2017, 11(2): 56-68.

URL:

http://manu27.magtech.com.cn/Jwk_gljtkj_en/EN/ OR http://manu27.magtech.com.cn/Jwk_gljtkj_en/EN/Y2017/V11/I2/56

[1] CHEN Bao-chun, CHEN You-jie. Bridge Engineering[M]. Beijing:China Communications Press, 2013. (in Chinese).
[2] LIN Wei, HUANG Qing-wei, PENG Gui-han, CHEN Bao-chun. The Disease Investigation and Analysis of a Highway Fabricated Simply Supported Slab Bridge[C]//Proceedings of 11th National Academic Exchange Conference about Building Appraisal and Reinforcement Transformation. Beijing:China Building Materials Industry Press, 2012:487-491. (in Chinese).
[3] WANG Qu, WU Qing-xiong, CHEN Bao-chun. Experimental Study on Failure Mode of Hinged Joint in Assembly Voided Slab Bridge[J]. Engineering Mechanics, 2014, 31(Sl):115-120. (in Chinese).
[4] CHEN Yue-chi, WU Qing-xiong, CHEN Bao-chun. The Failure Mode of Hinged Joint in Assembly Voided Slab by Finite Element Analysis[J]. Engineering Mechanics, 2014, 31(Sl):51-58.(in Chinese).
[5] WU Qing-xiong, CHEN Yue-chi, CHEN Kang-ming. Analysis on Failure Mode of Hinged Voided Slab with Gate-type Steel Bars at the Bottom Part of Junction Surface[J]. Journal of Traffic and Transportation Engineering, 2015, 15(5):15-25. (in Chinese).
[6] WANG Feng. Research on Mechanical Behavior of Hinged Voided Slab Bridge with Reinforcement of Integration Pavement[D]. Fuzhou:Fuzhou University, 2012. (in Chinese).
[7] JIANG Yun-xia, CAI Jin-yi, WU Bi-qing, et al. Research on Strengthening Hinged Slab Bridge under Uninterrupted Traffic[J]. Highways and Transportation in Inner Mongolia, 2002(2):1-3. (in Chinese).
[8] JT/GQB002-93, Standard Drawings for Highway Bridges and Culverts Superstructure of Reinforced Skew Hinged Hollow Slab Bridges[S]. (in Chinese).
[9] JT/GQB001-93, Standard Drawings for Highway Bridges and Culverts Superstructure of Prestressed Skew Hinged Hollow Slab Bridges[S]. (in Chinese).
[10] JTJ 023-85, Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S]. (in Chinese).
[11] JTJ 021-89, General Code for Design of Highway Bridges and Culverts[S]. (in Chinese).
[12] Ministry of Communications of PRC. Standard Drawing of Highway Bridge[M]. Beijing:China Communications Press, 2007. (in Chinese)
[13] JTG D60-2004, General Code for Design of Highway Bridges and Culverts[S]. (in Chinese).
[14] JTG D62-2004, Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S]. (in Chinese).
[15] GB 50010-2002, Code for Design of Concrete Structures[S]. (in Chinese).
[16] QING De-sheng. Test Research and Numerical Simulation of Mechanical Properties of Plate Type Elastomeric Pad Bearings[D]. Dalian:Dalian University of Technology, 2010(in Chinese).
[17] LIU Jian. Study on the Mechanics Performance of Adherence of Young on Old Concrete[D]. Dalian:Dalian University of Technology, 2000. (in Chinese).
[18] LIU Pei-lin. Study on Behaviors of Hinge Joints for Fabricated Reinforced Concrete Simply-supported Plate Girder Bridges[D]. Beijing:Tsinghua University, 2010. (in Chinese).
[19] YE Jian-shu, LIU Jiu-sheng, YU bo, et al. Experiment on Shear Property of Hinge Joints of Concrete Hollow Slab[J]. Journal of Highway and Transportation Research and Development, 2013, 30(6):33-39. (in Chinese).
[20] CHEN Jian-hua. Force Analysis and Prevention Measures on the Single Beam of Voided Slab[J]. Journal of China and Foreign Highway, 2007(3):118-121. (in Chinese).
[21] ZHANG Zhi. Research on Failure Mechanism and Preventing Measures of the Hinged Joint of Voided Slabs[J]. Shanxi Architecture, 2009, 35(2):318-320. (in Chinese).
[22] HUANG De-geng. Design Research on Assembly Voided Slab Bridge in Guangxi[D]. Nanning:Guangxi University, 2008. (in Chinese).
[23] HANNA K. E. Behavior of Adjacent Precast Prestressed Concrete Box Girder Bridges[D]. Lincoln:University of Nebraska, 2008.
[24] BO Xiang-zhao. Development and Application of the HGM High-strength Shrinkage-free Grouting Material[J]. Traffic Engineering and Technology for National Defense, 2006, 4(3):58-60. (in Chinese).