Fatigue performance of bridge deck pavement materials

Shaopeng Wu; Guang Zhang; Jun Han; Gang Liu; Jie Zhou

doi:10.1007/s11595-009-2318-7

Journal of Wuhan University of Technology Materials Science Edition ›› 2009, Vol. 24 ›› Issue (2) : 318 -320. DOI: 10.1007/s11595-009-2318-7

Article

Fatigue performance of bridge deck pavement materials

Author information +

History +

PDF

Abstract

Three beam samples of bridge deck pavement were prepared, with gradation types of AC-13, and AC-16 and combined AC-13+AC-16. Four-point bending test was adopted to investigate the fatigue performance of these beam samples. The experimental results indicate that the initial bending stiffness is related to the type of beam sample and testing temperature. Fatigue life of these samples decreases as the increase of the controlled strain level. The AC-13 beam sample exhibits better fatigue resistance and bigger limiting bending strain at the given strain level and temperature. Compared with single beam sample, the fatigue performance of combining beam sample is relatively poor.

Keywords

bridge deck pavement / beam sample / four-point bending test / fatigue

Cite this article

Download citation ▾

Shaopeng Wu, Guang Zhang, Jun Han, Gang Liu, Jie Zhou. Fatigue performance of bridge deck pavement materials. Journal of Wuhan University of Technology Materials Science Edition, 2009, 24(2): 318-320 DOI:10.1007/s11595-009-2318-7

登录浏览全文

4963

注册一个新账户忘记密码

References

Publishing order | Descend order by publishing year | Descend order by cited within

[1]	Hveem F N, Zube E, Skog J. Proposed New Tests and Specifications for Paving Grade Asphalts[J]. Proc.Assn.Asphalt Paving Technol., 1963, (32): 247–327

[2]	Wu S., Ye Q., Li Ning. Investigation of Rheological and Fatigue Properties of Asphalt Mixtures Containing Polyester Fibers[J]. Construction and Building Materials, 2008, 22(10): 2 111-2 115.

[3]	Wu S., Mo L., Cong P., . Flammability and Rheological Behavior of Mixed Flame Retardant Modified Asphalt Binders[J]. Fuel, 2008, 87(1): 120-124.

[4]	Wu S., Qiu J., Mo L., . Investigation of Temperature Characteristics of Recycled Hot Mix Asphalt Mixtures[J]. Resources, Conservation and Recycling, 2007, 51(3): 610-620.

[5]	Mo L., Huurman M., Wu S.P., . Ravelling Investigation of Porous Asphalt Concrete Based on Fatigue Characteristics of Bitumen-stone Adhesion and Mortar[J]. Materials & Design, 2009, 30(1): 170-179.

[6]	Lu Xiaohu, Ulf Isacsson. Effect of Aging on Bitumen Chemistry and Rheology[J]. Construction and Building Materials, 2002, (16): 15–22

[7]	Standard Specification for Performance Graded Asphalt Binder[S]. Annual book of ASTM standards D 6373.1999

[8]	Chantal de La Roche. Study of Asphalt Thin Films Fracture and Healing under Repeated Tension[R]. Western Research Institute Fatigue Symposium. Laramie, Wyoming, July 19, 2001

[9]	Jean-Pascal Planche, Gilles Gauthier, Yann Le Hir, et al. A Contribution to the Prediction of Fatigue Damage In Binders[R]. Western Research Institute Fatigue Symposium. Laramie, Wyoming, July 19, 2001

[10]	Xiao F. Development of Fatigue Predictive Models of Rubberized Asphalt Concrete (RAC) Containing Reclaimed Asphalt Pavement (RAP) Mixtures[D], 2006 United States Clemson University