Technical Papers
Sep 20, 2020

Developing Rules of Adhesive Properties and Mechanism of Ballastless-Track Sealants in Shear-Fatigue Loading

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 12

Abstract

There is no method for evaluating the shear-fatigue resistance of sealants installed in the supporting layer of ballastless track, and the degradation mechanism of sealants under shear-fatigue loading has not been studied systemically. This study develops a shear-fatigue loading test method, and the adhesive properties of sealants are researched during shear-fatigue loading. The functional-group character at the failure interface is analyzed using infrared spectroscopy, and then the correlation between macromechanical behavior and the micromechanism is discussed. Results show that both maximum loads and failure displacements have a downward fluctuating trend during shear-fatigue loading, and sealants with lower hard-phase content present better shear-fatigue resistance. No new chemical bond forms in sealants, but more soft phases fuse into hard phases, which decreases the microphase separation degree of sealants. The developing rules for the hydrogen bonding index identify a trend similar to that of the mechanical behavior of sealants caused by the orientation of amorphous phases. The hydrogen bonding index degradation of higher R value sealants is deemed more significant, which agrees well with the results of the direct tension test.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported by the National Natural Science Foundation of China (Grant No. 51908055) and Fundamental Research Funds for the Central Universities (Grant No. 300102219103). The authors appreciate their financial support.

References

Al-Qadi, I. L., S. Dessouky, and S. H. Yang. 2010. “Linear viscoelastic modeling for hot-poured crack sealants at low temperature.” J. Mater. Civ. Eng. 22 (10): 996–1004. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000101.
Al-Qadi, I. L., and E. H. Fini. 2011. “Development of a crack sealant adhesion test (CSADT) specification for hot-poured bituminous sealants.” J. Test. Eval. 39 (2): 184–190. https://doi.org/10.1520/JTE103108.
Bonart, R. J., L. Morbitzer, and E. H. Müller. 1974. “X-ray investigation concerning the physical structure of crosslinking in urethane elastomers. III: Common structure principles for extension with aliphatic diamine and diols.” J. Macromol. Sci. Part B Phys. 9 (3): 447–461. https://doi.org/10.1080/00222347408204548.
Cho, D. W., and H. U. Bahia. 2007. “Effects of aggregate surface and water on rheology of asphalt films.” Transp. Res. Rec. 1998 (1): 10–17. https://doi.org/10.3141/1998-02.
Cho, D. W., K. K. Kim, and M. J. Lee. 2009. “Chemical model to explain asphalt binder and asphalt–aggregate interface behaviours.” Can. J. Civ. Eng. 37 (1): 45–53. https://doi.org/10.1139/L09-163.
Dannenberg, H. 1961. “Measurement of adhesion by a blister method.” J. Appl. Polym. Sci. 5 (14): 125–134. https://doi.org/10.1002/app.1961.070051401.
Fini, E. H. 2008. “Adhesion mechanism of bituminous crack sealant to aggregate and laboratory test development.” Ph.D. dissertation, School of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign.
Fini, E. H., and I. L. Al-Qadi. 2011. “Development of a pressurized blister test for interface characterization of aggregate highly polymerized bituminous materials.” J. Mater. Civ. Eng. 23 (5): 656–663. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000222.
Ford, A. C., H. Gramling, S. C. Li, J. V. Sov, A. Srinivasan, and L. A. Pruitt. 2018. “Micromechanisms of fatigue crack growth in polycarbonate polyurethane: Time dependent and hydration effects.” J. Mech. Behav. Biomed. Mater. 79 (Mar): 324–331. https://doi.org/10.1016/j.jmbbm.2018.01.008.
Lamarre, A., E. H. Fini, and T. M. Abu-Lebdeh. 2016. “Investigating effects of water conditioning on the adhesion properties of crack sealant.” Am. J. Eng. Appl. Sci. 9 (1): 178–186. https://doi.org/10.3844/ajeassp.2016.178.186.
Ling, C., A. Hanz, and H. Bahia. 2016. “Measuring moisture susceptibility of cold mix asphalt with a modified boiling test based on digital imaging.” Constr. Build. Mater. 105 (Feb): 391–399. https://doi.org/10.1016/j.conbuildmat.2015.12.093.
Link, R. E., and A. Shenoy. 2002. “Fatigue testing and evaluation of asphalt binders using the dynamic shear rheometer.” J. Test. Eval. 30 (4): 303–312. https://doi.org/10.1520/JTE12320J.
Liu, L. Y., L. V. Rui, and H. L. Liu. 2011. “Vertical high frequency vibration response analysis of ballastless track.” [In Chinese.] J. Railway Sci. Eng. 8 (6): 1–6.
Ozer, H., P. Solanki, S. S. Yousefi, and I. L. Al-Qadi. 2014. “Field validation of laboratory-predicted low-temperature performance of hot-poured crack sealants.” Transp. Res. Rec. 2431 (1): 57–66. https://doi.org/10.3141/2431-08.
Pedicini, A., and R. J. Farris. 2003. “Mechanical behavior of electrospun polyurethane.” Polymer 44 (22): 6857–6862. https://doi.org/10.1016/j.polymer.2003.08.040.
Rosu, D., L. Rosu, and C. N. Cascaval. 2009. “IR-change and yellowing of polyurethane as a result of UV irradiation.” Polym. Degrad. Stab. 94 (4): 591–596. https://doi.org/10.1016/j.polymdegradstab.2009.01.013.
Shahriar, S., and F. Ali. 2019. “On the interaction of normal and shear stresses in multiaxial fatigue damage.” Fatigue Fract. Eng. Mater. Struct. 42 (2): 2000–2016. https://doi.org/10.1111/ffe.13070.
Shan, L., S. Tian, H. He, and N. Ren. 2016. “Internal crack growth of asphalt binders during shear fatigue process.” Fuel 189 (Feb): 293–300. https://doi.org/10.1016/j.fuel.2016.10.094.
Sharma, S. C., M. Krishna, H. N. Murthy, M. Sathyamoorthy, and D. Bhattacharya. 2004. “Fatigue studies of polyurethane sandwich structures.” J. Mater. Eng. Perform. 13 (5): 637–641. https://doi.org/10.1361/10599490420052.
Shephard, N. E., and J. P. Wightman. 1996. “An analysis of the 180° peel test for measuring sealant adhesion.” In Vol. 5 of Science and technology of building seals, sealants, glazing, and waterproofing, edited by M. Lacasse, 226–238. West Conshohocken, PA: ASTM.
Song, X., W. Zhai, and S. Wang. 2012. “Vertical displacement distributions of ballastless track infrastructure of high-speed railways.” [In Chinese.] China Civ. Eng. J. 45 (5): 162–168. https://doi.org/10.15951/j.tmgcxb.2012.05.007.
Tsujimoto, A., W. W. Barkmeier, R. L. Erickson, N. G. Fischer, M. D. Markham, T. Takamizawa, M. A. Latta, and M. Miyazaki. 2018. “Shear fatigue strength of resin composite bonded to dentin at physiological frequency.” Eur. J. Oral Sci. 126 (4): 316–325. https://doi.org/10.1111/eos.12537.
Wang, J., X. Yang, and S. Lian. 2015. “Dynamic response analysis of CRTSII bi-block ballastless track on a viaduct of a high-speed railway.” In Proc., 5th Int. Conf. on Transportion Engineering, 1019–1025. Dalian, China: Dalian Jiaotong Univ. https://doi.org/10.1061/9780784479384.128.
Xiang, G., W. Ya, W. A. N. G. Fuming, and Y. H. Zhong. 2017. “Fatigue resistant and microstructure evolution of polyurethane grout materials under uniaxial compression.” [In Chinese.] Acta Mater. Compositae Sin. 34 (3): 550–556. https://doi.org/10.13801/j.cnki.fhclxb.20160426.010.
Xue, H. X. 2018. “Decaying rules and mechanism of the adhesive properties of ballastless slab track sealants at low temperature considering environmental factors.” [In Chinese.] Ph.D. dissertation, School of Transportation Science and Engineering, Harbin Institute of Technology.
Xue, H. X., and Y. Q. Tan. 2018. “Low-temperature adhesive properties of sealant applied in ballastless track under shear fatigue loading.” [In Chinese.] J. Harbin Inst. Technol. 50 (3): 33–38. https://doi.org/10.11918/j.issn.0367-6234.201704021.
Xue, H. X., Y. Q. Tan, and A. M. Sha. 2020. “Test method on adhesive property of joint sealant in supporting layer of ballastless slab track.” J. Mater. Civ. Eng. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003395.
Yang, S. H. 2009. “Test development and material characterization of hot poured crack sealant at low temperature.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign.
Yang, S. M., S. D. Chow, and D. S. Lin. 2001. “Study of polyaniline and water-based polyurethane nanocomposite by TEM, AFM and SNOM.” Synth. Met. 121 (1–3): 1305–1306. https://doi.org/10.1016/S0379-6779(00)01261-3.
Yilgor, I., E. Yilgor, I. G. Guler, T. C. Ward, and G. L. Wilkes. 2006. “FTIR investigation of the influence of diisocyanate symmetry on the morphology development in model segmented polyurethanes.” Polymer 47 (11): 4105–4114. https://doi.org/10.1016/j.polymer.2006.02.027.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 12December 2020

History

Received: Dec 9, 2019
Accepted: Apr 9, 2020
Published online: Sep 20, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 20, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Hengxiao Xue [email protected]
Lecturer, School of Highway, Chang’an Univ., Nan Er Huan Zhong Duan, Xi’an City 710064, China. Email: [email protected]
Dean and Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, No. 73, Huanghe Rd., Nangang District, Harbin 150090, China (corresponding author). Email: [email protected]
University President and Professor, School of Highway, Chang’an Univ., Nan Er Huan Zhong Duan, Xi’an City 710064, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share