Experimental Study on the Durability of Monorail Track Beam After Acid Rain Corrosion

Ni Yuancheng , Zhu Eryu , Chen Zhuo

Urban Rail Transit ›› 2017, Vol. 3 ›› Issue (3) : 167 -171.

PDF
Urban Rail Transit ›› 2017, Vol. 3 ›› Issue (3) : 167 -171. DOI: 10.1007/s40864-017-0068-y
Original Research Papers

Experimental Study on the Durability of Monorail Track Beam After Acid Rain Corrosion

Author information +
History +
PDF

Abstract

An experimental study is proposed in this paper to investigate about the durability of monorail track beam after acid rain corrosion in a monorail transportation system. Firstly, a 20-m full-scale beam was built to analyze the causes of corrosion of a monorail track beam, and the corrosion pool was used to make a catalyzed corrosion test on the beam. Then the strand steels were contrasted after 3000-h of accelerated corrosion test. Next, experimental study was performed and the characteristics of strand corrosion in the monorail track beam with corrosion is discussed based on experimental observations. The results show that after the acid rain corrosion, the cross-sectional area of the prestressed steel strand was reduced, although the degree of corrosion was not serious compared with the plain bars, it was more dangerous because of high stress, so further research is necessary to clarify the effects of acid rain corrosion on the durability of the track beam.

Keywords

Monorail track beam / Durability / Acid rain / Corrosion model

Cite this article

Download citation ▾
Ni Yuancheng, Zhu Eryu, Chen Zhuo. Experimental Study on the Durability of Monorail Track Beam After Acid Rain Corrosion. Urban Rail Transit, 2017, 3(3): 167-171 DOI:10.1007/s40864-017-0068-y

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Mehta PK. Durability of concrete––fifty years of progress. Spec Publ, 1991, 126: 1-32.

[2]

Castel A, Vidal T, François R Influence of steel—concrete interface quality on reinforcement corrosion induced by chlorides. Mag Concr Res, 2003, 55(2): 151-159

[3]

Saraswathy V, Muralidharan S, Thangavel K Influence of activated fly ash on corrosion-resistance and strength of concrete. Cement Concr Compos, 2003, 25(7): 673-680

[4]

Yuan Y, Ji Y, Jiang J. Effect of corrosion layer of steel bar in concrete on time-variant corrosion rate. Mater Struct, 2009, 42(10): 1443-1450

[5]

Bazzoni B, Lazzari L. Potential monitoring in presence of stray currents. Corros Manag, 1995, 6: 9-12.

[6]

Bertolini L, Pedeferri P, Bazzoni B Measurements of osmic drop free potential in the presence of stray current. ACI Mater J, 2001, 98(4): 296-304.

[7]

Schupack M. PT grout: bleed water voids. ACI Concr Int, 2004, 26(8): 69-77.

[8]

Turnbull A, Mccartney LN, Zhou S. Modelling of the evolution of stress corrosion cracks from corrosion pits. Scripta Mater, 2006, 54(4): 575-578

[9]

Liu Q, Zhang P, Zhao J. Duct grouting investigation and research on mechanical properties of steel strand in PC continuous bridges. Constr Technol, 2007, 36(2): 63-66.

[10]

Vu NA, Castel A, François R. Effect of stress corrosion cracking on stress–strain response of steel wires used in prestressed concrete beams. Corros Sci, 2009, 51(6): 1453-1459

[11]

Gardoni P, Pillai RG, Reinschmidt K Probabilistic capacity models for corroding posttensioning strands calibrated using laboratory results. J Eng Mech, 2009, 135(9): 906-916

[12]

Coronelli D, Castel A, Vu NA, François R. Corroded post-tensioned beams with bonded tendons and wire failure. Eng Struct, 2009, 31(8): 1687-1697

Funding

Beijing mass transit railway operation corporation research program(2016000501000005)

China railway corporation technology research and development plan(2016G002-L)

AI Summary AI Mindmap
PDF

122

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/