Fatigue Performance Test of Steel Plate-concrete Hollow Composite Deck

PDF Full Text Download(781 KB)

China Journal of Highway and Transport ›› 2011, Vol. 24 ›› Issue (3) : 44-50.

Original Article

Fatigue Performance Test of Steel Plate-concrete Hollow Composite Deck

YANG Yong^1,2, ZENG Su-sheng¹, XUE Jian-yang¹, NIE Jian-guo³

Author information +

History +

Abstract

Fatigue tests of seven steel plate-light concrete hollow composite decks and two steel plate-common concrete composite decks were conducted. Five main factors, such as layout type of steel tube, fatigue load amplitude, upper and lower limit of fatigue load, fatigue load times and performance of concrete material were chosen, and their influences onfatigue failure mode, fatigue rigidity degeneration, fatigue dynamics response and fatigue strength of composite deck under fatigue load were studied. Results show that failure modes of specimens withlayout types of two steel tubes are all caused by fatigue cracking of the bottom steel plate which results in overall failure of each specimen. The times of fatigue cycles are mainly controlled by loading amplitude, and haven't a direct relationship with upper limit of fatigue load. The fatigue performances of specimens with common concrete are better than those with light concrete. The failure mode of hollow composite deck is fracture of bottom steel plate. The degenerations of composite action and failure of the composite decks are not found in the test. Calculation of fatigue life of composite deck which mainly presents calculation of fatigue strength of bottom steel plate can be calculated by fatigue life theory of steel structure based on method of fatigue load amplitude.

Key words

bridge engineering / steel plate-concrete hollow composite deck / fatigue test / failure mode

Cite this article

EndNote

Ris (Procite)

Bibtex

Download Citations

YANG Yong, ZENG Su-sheng, XUE Jian-yang, NIE Jian-guo. Fatigue Performance Test of Steel Plate-concrete Hollow Composite Deck[J]. China Journal of Highway and Transport, 2011, 24(3): 44-50

References

[1] 杨勇,周丕健,聂建国,等.钢板-混凝土组合桥面板静力与疲劳性能试验[J].中国公路学报,2009,22(4):78-83,107.
YANG Yong,ZHOU Pi-jian,NIE Jian-guo,et al.Experiment on Static and Fatigue Behavior of Steel Plate-concrete Composite Bridge Decks[J].China Journal of Highway and Transport,2009,22(4):78-83,107.
[2]杨勇,曾苏生,聂建国,等.钢板-轻骨料混凝土空心组合板受力性能试验研究[J].建筑结构学报,2010,31(11):92-101.
YANG Yong,ZENG Su-sheng,NIE Jian-guo,et al.Experimental Study on Mechanical Behavior of Plain Steel Plate-light Weight Concrete Hollow Composite Decks[J].Journal of Building Structures,2010,31(11):92-101.
[3]聂建国.钢-混凝土组合梁结构——试验、理论与应用[M].北京:科学技术出版社,2005.
NIE Jian-guo.Steel and Concrete Composite Beam Structures:Experiments,Theory and Application[M].Beijing:Science Press,2005.
[4]刘玉擎.组合结构桥梁[M].北京:人民交通出版社,2005.
LIU Yu-qing.Hybrid Bridge[M].Beijing:China Communications Press,2005.
[5]杨义东,李涛.钢-混凝土组合结构桥在日本的发展趋势[J].国外桥梁,1998(4):39-42.
YANG Yi-dong,LI Tao.Development of Steel-concrete Composite Bridge in Japan[J].Foreign Bridges,1998(4):39-42.
[6]刘玉擎,周伟翔,蒋劲松.开孔板连接件抗剪性能试验研究[J].桥梁建设,2006(6):1-4,43.
LIU Yu-qing,ZHOU Wei-xiang,JIANG Jin-song.Ex-perimental Study of Shearing Behavior of Perforated Plate Connector[J].Bridge Construction,2006(6):1-4,43.
[7]王春生,高珊,任腾先,等.钢板-混凝土组合加固带损伤钢筋混凝土T梁的抗弯性能试验[J].建筑科学与工程学报,2010,27(3):94-101.
WANG Chun-sheng,GAO Shan,REN Teng-xian,et al.Bending Behavior Experiment of Damage RC T-beams with Steel Plate and Concrete Composite Strengthening[J].Journal of Architecture and Civil Engineering,2010,27(3):94-101.
[8]王春生,袁卓亚,郭晓宇,等.钢板-混凝土组合加固混凝土T梁的抗弯性能试验[J].交通运输工程学报,2010,10(6):32-40.
WANG Chun-sheng,YUAN Zhuo-ya,GUO Xiao-yu,et al.Flexural Behavior Experiment of Reinforced Concrete T-beams with Steel Plate-concrete Composite Strengthening[J].Journal of Traffic and Transportation Engineering,2010,10(6):32-40.
[9]MATSUI S,MOON T,FUKUMOTO Y.Fatigue Strength of Steel Plate-concrete Composite Deck[C]//International Association for Bridge and Structural Engineering.IABSE Symposium.Brussels:International Association for Bridge and Structural En-gineering,1990:191-196.
[10]TEMPLE M C,ABDEL-SAYED G.Fatigue Experiments on Composite Slab Floor[J].Journal of Structural Division,1979,105(7):1435-1443.
[11]童乐为,沈祖炎.开口纵肋的正交异性钢桥面板疲劳试验研究[J].中国公路学报,1997,10(3):59-65.
TONG Le-wei,SHEN Zu-yan.Fatigue Test of Orthotropic Steel Bridge Decks with Open-shaped Longitudinal Ribs[J].China Journal of Highway and Transport,1997,10(3):59-65.
[12]杨勇,聂建国,杜明珠,等.闭口型压型钢板-混凝土组合板疲劳性能试验研究[J].土木工程学报,2008,41(12):35-41.
YANG Yong,NIE Jian-guo,DU Ming-zhu,et al.Experimental Study on Fatigue Performance of Closed Profiled Steel Sheeting-concrete Composite Slabs[J].China Civil Engineering Journal,2008,41(12):35-41.
[13]杜明珠.闭口压型钢板-混凝土组合板疲劳性能试验研究[D].泉州:华侨大学,2007.
DU Ming-zhu.Study on Fatigue Performance of Closed Profiled Steel Sheeting-concrete Composite Slabs[D].Quanzhou:Huaqiao University,2007.

PDF Full Text Download(781 KB)

1447

Accesses

Citation

Detail

Sections

Recommended

Abstract
Key words
Cite this article
References

Received	Published
2010-08-20	2011-05-01
Issue Date
2014-01-07

Please choose a citation manager

Content to export

Abstract

Key words

Cite this article

{{custom_sec.title}}

{{custom_sec.title}}

References

{{custom_fnGroup.title_en}}

Footnotes

模态框（Modal）标题

Please choose a citation manager

Content to export

Abstract

Key words

Cite this article

{{custom_sec.title}}

{{custom_sec.title}}

References

{{custom_fnGroup.title_en}}

Footnotes